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AR, , 4V .1 ` , , ' J' Cr 'A1 :r c � fr. l ' ! r1 � 4.4 �r `4t r�i yw '! ,'.o �','^3 m .F + 1F •1 � , . , it 'f;' ''..' , .,.�1 • 1f'f, �' E` #' �v r . f.f y , •. k.h s . ,.' c `�p n %. d ,M I. i'ii� r," A q1, 1 ° lf rt4 , ( u. r1A , ,fr•IC' (4 " ':, � :.- Y y., , .,y , . I', i r , , ir '1 • i' � Yr "4 yr, .' . ,; r:: ,al ate '' ^. ` ;r'#�� i . I f / c. _ •1 a , 4, ••. :yr'' IY, .wr 1.., . . ,4j4• •, " x 4 i 1 .•' ar } ry •• • ••• e 4 • #r o x. yr " i ` .,r r I I6 1 , " r r AI N�" . , 'I . t • • v TO: Ralph Crossen,Building Commissioner FROM: El Ulshoeffer,Consulting Inspector DATE: April 26, 1999 RE: Update on Special Project Activity The following are stages of projects as of above date. Excel: All concrete and steel in place and inspected-reports up to date. Masonry block walls at mid stage. High School: Occupancy of Unit F contemplated for first or second week of May(lower level only), area units E,B,G in demo stage. Unit L(auditorium)should be ready for permanent occupancy certificate for first or second week in May. All reports are up to date. Assisted Living Whitehall: Sheetrock of entire building 90%complete.All mechanicals,electrical, plumbing,heat/air,fire roughed in. Occupancy anticipated late June or early July. Senior Center: 90%sheetrocked. All mechanicals roughed in. Reports up to date. Occupancy anticipated beginning of June. Sencorp: All exterior steel,concrete,siding and interior partition walls erected and inspected. All reports up to date-rough wiring,fire,plumbing in. Occupancy anticipated for June or July. Hospital: Phase II demo began. Phase one issued occupancy permit first week in April. Physical Plant due for occupancy in May 90%complete. All reports up to date. Sears: First stage bump out 90%complete. Subject to Cape Cod Commission,will be ready for occupancy in May. Warehouse section steel in erection state. Second stage of retail space to start in May all concrete and steel reports are up to date. The inspection firm(CME)from NY has had their field inspector certified in Mass. Lavatory still pending certification. C.C. Mall: Interior demo of old Mall concrete 90%complete;Demo of rear section where Hoyts Cinema will be erected is complete with all underground utilities installed,backfilled and compacted.Two of the four new exits access corridors are completed which allows the blocking of egress at the CVS store end. Mall concourse through old Woolworth and into new food court area in final stage. Anticipate use of these areas late June-early July. Concrete footings and exterior steel in place-bump out section in front of Woolworth's. No activity on anchor stores A,B,C,facade work began on CVS store. Note: Have not received letter from program of Structural Engineer of record as to program of structural test and inspection as required under Section 1705.3.1 and to which all were informed on more than one occasion. A letter from you may help to expedite a response. I'll be on vacation April 29-May 7,other than walk through for occupancy of Unit F at High School and minor telephone interception for you I can not think of any thing that can't wait for my return. I've notified all contractors of my absence. • g990426a MEMORANDUM TO: Ralph Crossen, Building Commissioner FROM: El Ulshoeffer, Consulting Inspector DATE: 2/24/99 RE: Update on Special Project Activity The following are the stages of projects as of above date. Excel:—At steel erection stage. Concrete test results not complete but have requested from Briggs to submit summary of all tests to date. High School: Occupancy of Phase II Unit G complete. Auditorium pending fire department approvals and elevator inspection. All concrete and steel reports up to date. Assisted Living Whitehall: Sheetrock stage in Wing 2 & 3. Wing 1, 4, 5 subject to structural reports. All insulation inspection of Wing 2 & 3 completed. All concrete reports submitted and meet spec's. Senior Center: At sheetrock stage. All concrete and structural reports up to date and meet spec's. Sencorp: Steel stage completed. All concrete and steel inspection completed and meet spec's. Hospital: Lobby, ambulatory and central plant steel erected. Steel reports pending on ambulatory section. All concrete reports submitted and meet spec's. Eng. will submit report on any deflections on steel support at site of damage incident(2/19/99). Inspection to take place 2/26. Sears: Steel erected at bump out of retail space. Concrete and steel reports submitted and are subject to CME inspection as being certified in Mass. Contractor and development company(Sears) informed. Warehouse section at site preparation stage with one section of foundation in place. Mall: Old Woolworth's demo completed. Steel of bent frame (skylights) and main concourse erected. No activity started on anchor stores A B C of new addition. Approved exit accesses from old mall started. Concrete reports for concrete poured to date have been submitted(areas under newly erected steel and walls of concourse) and meet spec's. Steel reports pending. g990224a(reports) • nag Daily report j i B R I O O S ( Briggs Engineering & Testing Projectezt:=• -7aL/L'4(. _ _ Date: I z I3 A DTrision of PK Associates, Inc. 1 17 1 ns pecta ri phu Emp_s: ( 0-01p Report*: Cade: N pZ Labs: Arr. Time: -700 Job Hours: ' T_T_: Mileage: Temp_ 3 Wind: H C� Humid: H -cra Cloudy No_ of pages to this report: No_ of back-up sheets to this report: Reported to the to the Excel Project to conduct an Ultrasonic Examination of Moment welds on the structural steel framing portion of the building. Todays inspection began on the roof level. Todays inspection completed the inspection of the building moment welds. • Roof Level at Col. Lines: A/1, A/2, A/3, A/4, A/5, A/6, A/7, A/8, A/9, A/10, B/1, B'10, C/1, C`10, D/1, E'1, E/4, E'7, E/10, E.4;%10, F/1, F.1/10, G.'1, G.'2, G/3, G/4, G/5, G: 6, G, 7, G/8, G/9, G/10 Unless otherwise noted, all welds at the above locations were found to be acceptable in accordance with AWS D1.1-95, table 8.13.3 requirements. JAN 2 7 1998 Ir J.K.SCANLAN CO, INC. inspector- 7,lf) '� Date: 1Zfc 7 Approved: i�� / ;I =LULL PROJECT: C6C - BRIGGS Briggs Engineering & Testing � A Division of PK Associates, Inc. CLIENT: ULTRASONIC DATA JOB LOCATION: f-&enl?iS IPLANT: FIELD: ✓ 'DATE: i 7/34,157 SPECIFICATION: 46,0s D i. 1 PROCEDURE: Se, (:, L ACCEPTANCE CRITERIA 6k J. r,r 3 CALIBRATION DATE: b 1 ' 191 SCANNING EQUIPMENT: t..),IA TRANSDUCER ANGLE: o c' 70 a CALIBRATION BLOCK: rD SC- TRANSDUCER SIZE: SA X S`N SIGNAL HEIGHT OF TRANSDUCER SHAPE: CALIBRATION BLOCK: '5°42 o FREQUENCY: 2. .2-5 rvl4Z BLOCK FINISH: iYJ�F4/ D MFG. IDENT.: (�ZMAKE & MODEL OF f<,Zu T KKA►nO2ir%t COUPLANT: &c4 o be-L. f C: !ULTRASONIC EQUIPMENT: GI S i<7S PART NAME #1: Co I ( ,r12. PART NAME #2: MATERIAL: e. -S - WELD TYPE: WELD SURFACE: A.< t.J CLcA JOINT DESIGN: PLATE THICKNESS: ,2tov. S WELD LENGTH TESTED: DECIBELS DISCONTINUITY z cc z C3 o m Z0 v o R. Q v c) Z Z I- Ha F- = Q 0 = F- cn d U0 z U 7 dN n cN w uw ZQow w Li., O Z_ J z = 0 X >- U Q = 3SD.B I 1 ZEMARKS: liutrL-DC (-u Eat�.v� 'moo �� ,Accc"1st�1 ,4-; NoTED p4.� C cz S ri V- f ICI�N DATE: APPROVED: i Daily Report el NPROJECT: EXCEL CORPORATION SRIGGS Briggs Engineering & Testing A Division of PK Associates, Inc. PROJECT#: 72463 INSPECTOR: Tom Abruzzese EMP.#: 442 REPORT#: DATE: 12/29/97 CODE: i , ARR.TIME: 7:00 am JOB HRS.: T.T.: MILEAGE: TEMP.: H L X WIND: H L X HUMID.: H L X CLOUDY I reported to the above mentioned project site to perform the scheduled visual inspection of the bolting & decking. After reviewing the plans and specifications I proceeded to the 2nd floor to perform the decking inspection. I found the deck to be welded in place according to specifications. I then proceeded to the roof to perform the decking inspection. I found a defect in one panel where they; could not screw so I had them tack a weld where they couldn't screw. I found the rest of the deck to meet the plans and specificatiors. I went back to the 2nd floor to do my bolting inspection on the} roof and found bolts to be hand tightened in the following areas: 8A, 4A, Fl, El, D1, D8, C9, C5 and E4. I also found a flange six inches too low which is in the incorrect place from the factory. This flange needs to be repaired and bolted. OW ; _. 1��3 „� J.K. SCANLAN CO. INC. • 4\i/Technician: Thomas Abruzzese Approved . 1:4 , • METAL DECK INSPECTION REPORT -11/11611NA BR®OS Briggs Engineering & Testing PROJECT: �x/I am;Zig A Division of PK Associates, Inc. PROJECT# INSPECTOR: /��l'/Ae �C]?� JOB LOCATION: IDATE:AP c 2 f EMP.#: ?- REPORT* yy ACCEPTANCE CRITERIA:DECK TYPE ,•- iCi4SFj ASTM#(S): GAUGE COLUMN CLOSURES,END CLOSURES: WELDER QUALIFICATION: SIDE LAPS: MINIMUM OVERLAP OF SHEETS: TYPE OF/INS/POTION: WELD SE CRIMPED y 100% INSP. SPOT INSP. WELDED WELD SPACING: END INTERMEDIATE TYPE OF ELECTRODE 6;D • DECK ALIGNMENT: LOCATION OF DECKING ELEVATION: ACCEPTANCE COMMENTS IF REJECTABLE COLUMN LINE TO COLUMN LINE: *—1 / 4_ f Agrry r£s, 'vP, YES • • • TECHNICIAN: DATE: APPROVED: `�� BOLTING INSPECTION REPORT BRIGGS Briggs Engineering & Testing PROJECT: L A Division of PK Associates, Inc. PROJECT# INSPECTOR: i 1 JOB LOCATION: PLANT: FIR R: DATE: EMP.#: REPORT#: ACC±N I ANCE CRITERIA: BOLT SIZE(S): ASTM#(S): WASHERS USED: ARE ALL NUTS AND BOLTS PROPERLY 3 3 ETC y� MARKED? yc- METHOD OF CALIBRATION: EXP.DATE OF BOLTING METHOD: CAUB.EQUIP.SUPPUED BY: CALIB.EQUIP.: CALIBRATED WRENCH TYPE OF INFECTION: RN-OF-NUT 100% INSP. SPOT INSP. DIRECT TENSION INDICATOR MINIMUM BOLT TENSION REQ'D(KIPS): TORQUE VALUE REQ'D AT MIN.BOLT TENSION(MBT): LOCATION OF BOLTED TORCUE TENSION LOCATION OF BOLTED TORQUE TENSION CONNECTION(S) (FT/LBS) (KIPS) CONNECTIONS) (FT/LBS) (KIPS) A- ItNf t- td Iglt'vrc e f(Kf 1 - li 1 -i1 Q f(14 f(Ail 10 F 10 QIsi. 1 - 10 • TECHNICIAN: DATE: APPROVED `, .. nier ,il•vieri F-77..... ' t:TA 1` f :_ 9. t. ... . Daily Report ellath Briggs Engineering & Testing PROJECT: EXCEL CORPORATION BRIGGS A Division of PK Associates, Inc. PROJECT#: 72463 INSPECTOR: Tom Abruzzese EMP.#: 422 REPORT#: DATE: 12/19/97 CODE: ARR.TIME , 11:00 am JOB HRS.: T.T.: MILEAGE: TEMP.: UH L X WIND: H L X HUMID.: H L X SUNNY I reported to the above mentioned project site to perform the scheduled visual bolting inspection. After reviewing the plans and specifications I began the inspection on the second floor. All bolting was tightened to the specifications except E10 and C10 where they were hand tightened. 3 [E@U1W11 -,." JAN R 9 .: t J.K. SCANLAN CO, INC. 4. Technician: Thomas Abruzzese Approved 11.$2 ,i/ I ,/ G L,y • BOLTING INSPECTION REPORT IBRIOOSI Briggs Engineering & Testing PROJECT: XC?"L Cog-Am A Division of PK Associates, Inc. PROJECT# - - T‘� INSPECTOR: TN-e(/et A-gKL , JOB LOCATION: PLANT: FIELD: DATE: /0 l y EMP.#: Z, REPORT#: ( ACCEPTANCE CRITERIA: BOLTS (S): ASTM#(S): WASHERS USED: ARE ALL NUTS AND BOLTS PROPERLY i C 7ES MARI.CED? YES METHOD OF CALIBRATION EXP.DATE OF BOLTING METHOD CALM.EQUIP.SUPPLIED BY: CALlt3.EQUIP.: CALIBRATED WRENCH TYPE OF INS TURN-OF-NUT 100%INSP. SPOT INSP. DIRECT TENSION INDICATOR MINIMUM BOLT TENSION REQ'D(KIPS): TORQUE VALUE REQ'D AT MIN.BOLT TENSION(MBT): LOCATION OF BOLTED TORQUE TENSION LOCATION OF BOLTED TORQUE TENSION CONNECTiON(S) (FT/LBS) (KIPS) CONNECTIONS) (FT/LBS) (KIPS) I3uMf C u4'1/-1/// uiti C i `f _ L1/ /- 7 • TECHNICIAN: f DATE APPROVED: .1,JI,, Z— N =A A PROJECT: g.j<<e. I BRIGGS Briggs Engineering & Testing ti— A Division of PK Associates, Inc. CLIENT: �t ULTRASONIC DATA JOB LOCATION: aet r,S IPLANT: FIELD: �/ DATE: i z-[17 "�7 SPECIFICATION: AGJ 7,, 1 _5s- PROCEDURE: &eL b L ACCEPTANCE CRITERIA:/148LE 8,/S,3 CALIBRATION DATE: SI1 i� 7 SCANNING EQUIPMENT: U J4 TRANSDUCER ANGLE: d o 70 a CALIBRATION BLOCK: 7 S TRANSDUCER SIZE: ricg )( S/, SIGNAL HEIGHT OF TRANSDUCER SHAPE: CALIBRATION BLOCK: 5-67z) FREQUENCY: 2-2-C.t f..tZ BLOCK FINISH: 1YI,QG/f/tril MFG. (DENT.: • KM". MAKE & MODEL OF k2Au-r k1 ,q mO'rx COUPLANT:. 6G1 46-L /d ULTRASONIC EQUIPMENT: Os S PART NAME #1: COL LiArteK PART NAME #2: MATERIAL: . e-S_ WELD TYPE: WELD SURFACE: AS wgc.n�h JOINT DESIGN: PLATE THICKNESS: Wielo ire: WELD LENGTH TESTED: DECIBELS DISCONTINUITY z ce w C O z = Zw w j > > a w z c = o a Q I- F- z z Q I- = I- I- cn a Z_ Z LI 0 w w -6 z D a p p Q U cti w O w w w O w J U w :1 — _1 z = Q Z J Cl) 0 X >- U < REMARKS: 4 If L,,,,e/ci K.t..A2R.e Acc6PT b 4.5 '07 ' TECHNICIAN i jDATE APPROVED: • ` t ,cfk i r Daily report • Project: - [B R I O G S I Briggs Engineering & Testing Project=: «:e Zd 00/ A Division of PK Associates, Inc. Date: . /z/,7 7 Inspector:-"am" 46/.. t z�.Jsc� Emp.s: i 00 J Reports: Code: p6 z Labs: Arr. Time: Job Hours: /3 T.T.: Mileage:Temp.: ( Ga ) Wind: H ! Humid: H ( unn C1oadq No. of pages to--this report: No. of back-up sheets to this report: Reported to the to the Excel Project to conduct an Ultrasonic EEaminatin of Moment welds on the structural steel framing portion of the building. After reviewing the plans todays inspection began on the second floor level. Second Floor Level at Col. Lines: A/1, A/2, A/3, A/4, A/5, A/6, A/7, A/8, A/9, A/10, B/1, B/10, C/1, C/4, C/7, C/10, D/1, E/1-, E/4, E/7, E/10, E.4/10, F/1, G/1. G/2, G/3, G/4,G/5,G/6,G/7,G/8,G/9, G/10 Unless otherwise noted, all welds at the above locations 11 kl were found to be acceptable in accordance with AWS D1.1-95, table 8.15.3 requirements. �l } tS t i G Yi i I RS Or:ect 7/7 z P ,.: Date: �j - A P P roved: , .� - - ��i Daily report Project: tkce - - J BRIOOS I Briggs Engineering & Testing Project'- /oR/�- iii•-roir . A Division of PK Associates, Inc. Date: /Z/,7 5 1 nspector:7 / 64,r4 zZ t9- Emp.s: i oo) Report*: Code: ,U6Z- Arr. Time: 9 av Job Hours: 8 T.T.: Mileage: Temp.: Ga Wind: H Humid: H Ct) Suna Cloudy Ho. of pages to this report: No. of back-up sheets to this report: Reported to the to the Excel Project to conduct an Ultrasonic Examinatin of Moment welds on the structural steel framing portion of the building. After reviewing the plans todays inspection began on the second floor level. Second Floor Level at Col. Lines: A/1, A/2, A/3, A/4, A/5, A/6, A/7, A/8, A/9, A/10, B/i, B/10, C/1, C/4, C/7, C/10, D/1, E/1, E/4, E/7, E/10, E.4/10, F/1, G/1. G/2, G/3, G/4,G/5, G/6,G/7,G/8,G/9, G/10 Unless otherwise noted, all welds at the above locations were found to be acceptable in accordance with AWS D1.1-95, table 8.15.3 requirements. i nopector: _ Date: / 0-3 Approved: i52S11� - NALL PROJECT: �k e_ I BIRIGGS Briggs Engineering & Testing A Division of PK Associates, Inc. CLIENT: , ULTRASONIC DATA JOB LOCATION: y,,S 'PLANT: FIELD: \/ DATE: l Z./i7)7 SPECIFICATION: �} �)i. 1 _5 s-- PROCEDURE: Sej_ (, L ACCEPTANCE CRITERIA:? g,/S 3 CALIBRATION DATE: e/' (Z% 7 SCANNING EQUIPMENT: !U t4 TRANSDUCER ANGLE: O 7o ° CALIBRATION BLOCK: S± TRANSDUCER SIZE: S-J(5 X 5 SIGNAL HEIGHT OF 8 l TRANSDUCER SHAPE: CALIBRATION BLOCK: SZ07Z) FREQUENCY: 2-2.rm kiZ BLOCK FINISH: /194C/I/ MFG. (DENT.: K MAKE & MODEL OF k2Aat-r Otte ,rni COUPLANT: EC.-/16 4-t /c} - ULTRASONIC EQUIPMENT: us :7 5 PART NAME #1 : COL- L/ a PART NAME #2: MATERIAL: e-S_ WELD TYPE: WELD SURFACE: ,4S wgLptit) JOINT DESIGN: PLATE THICKNESS: ///qe,oLA.S WELD LENGTH TESTED: , . DECIBELS DISCONTINUITY z cc cc n m Z U O H Q U U z 2 Q Z I- o w Z U LL w U Z N () Cl) U 11.1 Z ci w w 0 w O w 0 9 J U w J - J Z = Q Z J Cl) 0 X � U Q cc REMARKS: 4 It £,%,,e/c/ ft-e 4CcC617-7-ED As A. 0'' CovE/2. cJ/—1 TECHNICIAN: DATE: APPROVED: ' t `�.` CONCRETE PLACEMENT INSPECTION 'Y.rGGS I Briggs Engineering & Testing PROJECT: EXCEL CORPORATE HEADQUATERS �'r�`_4, A Dirnmsvision of PK Associates, Inc. PROJECT#: 72463 INSPECTOR: Donald Concheri ARR.TIME: 12: )0 pm JOB HRS.: 4 DATE: 11/7/97 CODE: C26 TEMP.: H X it- WIND: H L X HUMID.: H X L SUNNY CLOUDY X Concrete Source: Byrne Sand & Gravel General Contractor: J.K. Scanl an Storage Location: Curing Box: Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: - Weather X Steel arrangement X Temp. X Steel clearance X , Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 Limits Time Limits X 1-1/2 hrs. max. Temperature X 50-90° F Slump X 4° ± 1 Mixing X 70-300 Rev. Air content X 5 ± 1 % Density n/a ± 3 p.c.f. Location: Footing G-4 to G-11 G-11 to D-11 Remarks: Rebar was checked in pilaster. The mats and verticle rods were checked. All tests were performed on middle of loads. Concrete was placed directly off of chute, vibrated into place and finished. Verticle dowels were added after. Art of J.K. Scanlan was notified of all test results. Method of placement: Chute X Pump Other Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) (°F) (°F) Deliv. Required water (pcf) 1 12:45 m-21 10 69 62° 4.5 5.2 40° 3000 3000 3/4 4 1 20 2 12:35 m-15 10.5 70 62° 4 5.2 40° 3000 3000 3/4 20 3 1:10 m-17 10.5 80 62° 40° 3000 3000 3/4 20 4 1:40 m-31 10 70 62° 40° 3000 3000 3/4 _ 20 5 2:15 m-29 6 65 62° 40° 3000 3000 3/4 20 6 7 8 _ 9 - 1 0 /��% ' /./� . r/ CONCRETE PLACEMENT INSPECTION AAA BRIGGS Briggs Engineering & Testing PROJECT: EXCEL CORPORATE HEADQUARTERS A Division of PK Associates, Inc. PROJECT#: 72463 INSPECTOR: Donald Concheri. ARR.TIME: 12:00 pm JOB HRS.: 4 DATE: 10/31/97 CODE: C26 TEMP.: H L X WIND: H X L HUMID.: H L X SUNNY CLOUDY X Concrete Source: Byrne Sand & Gravel General Contractor: Scanlan Storage Location: Curing Box: Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection • of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. _ X _ Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 Limits Time Limits X 1-1/2 hrs. max. Temperature X 50-90° F Slump n/a " - Mixing X 70-300 Rev. Air content n/a - % Density n/a t 3 p.c.f. Location: A line 1 line, 6 line through 5 line footings Remarks: All concrete was tested at the middle of the load. Cylinders made from middle. There are not concrete specifications on this project. Slump readings were high. Concrete supplier was made aware of this and warned by the J.K. Scanlan Site supervisor that if it continued the trucks would be sent back. Chris Stravos of J.K. Scanlon was present during testing and took immediate action. Method of placement: Chute X Pump Other Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) (°F) (°F) Deliv. Required water (pcf) 1 1:00 m-30 12 68 60° 6.75 5 57° 3000 3000 3/4 4 1 2 1:23 m-31 12 70 60° 57° 3000 3000 3/4 3 1:55 m-28 12 75 60° 8.25 5 57° 3000 3000 3/4 4 2:30 m-29 12 80 60° 7.5 5 57° 3000 3000 3/4 4 2 5 3:30 m-30 12 65 60° 57° 3000 3000 3/4 6 7 . 8 9 / 10 - 6 f /' r-- Concrete Cylinder Test Result CF-11 7NL Briggs Engineering & Testing PROJECT: Exce ` G BRIGGS \......" A Division of PK Associates, Inc. PROJECT#: (03 Date: 1 7- Client: CCRiV C.� ' N Cement Brand or Class: Approved Mix Design Location: F60-4 t n o11 I c-cU o G- (1 Mix proportions (IS-t 1 +j -0 - t 1 (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.:a?c0 G, L./ Batch Time: /62c-0 Fine Aggregate lbs. Strength Delivered: l Coarse Aggregate lbs. Strength Required: 30(x'"j Water (lats. Set No.: / Time of Test: 1 C V Water Reducing oz. Truck No.: M-0/ Load #.: / Air Entraining oz. Number of Cyl.: 4 C.A. Size: 3/4 - Other oz. Slump 164 Air Content ASTM C-143 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: O Air Temp.: 4.40- ASTM C-138 ASTM C-1064 Remarks: Contractor and By whom prepared: Oc...3 1 producer are both responsible :1'5 5 101 Concrete Source: f ' S 4 c s Gals. 20 for added water as per ASTM 10 of water 25 General Contractor gcFcr.. ;5 added 30 C-94. Discharge time limit 805535 Storage Location:/ min. max. 40 90 min. or 300 revolutions. `�4 Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen) Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.)_ (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) 3 A 10gh7.?DAY 6 '' . 1)-(' .Z P12 9 g9/37/ 3, 16, o D R. LvV41 c?:g C D Approved: titlarkD. Ltebert filli Daily Reporta �� Briggs Engineering & Testing PROJECT: EXCEL CORPORATE HEADQUARTERS &RIGGS gg g g g A Division of PK Associates, Inc. PROJECT#: 72463 ‘11114Z71".."------41". INSPECTOR: Donald Concheri EMP.#: 326 REPORT#: DATE: 11/6/97 CODE: ARR.TIME: 2:30 pm JOB HRS.: 2 T.T.: MILEAGE: TEMP.: H L X WIND: H L X HUMID.: H L X CLOUDY I reported to the above mentioned project site to perform the scheduled concrete placement inspection. Upon arrival I was informed that the concrete placement was cancelled. While I was there i performed a rebar inspection on-'the piiasters;-mat'aid va iicai frame. Ail areas were . approved. 1 Y _ I t , i y • Technician: Donald Concheri Approved Mark D. Llebert_ Reinforcing Steel Report '14" 11\adi Briggs Engineering Engineering Testing SECT: EXCEL CORPORATE HEADQUARTERS LEA IGGS •__ A Division of PK Associates, Inc. PROJECT#: 72463 • INSPECTOR_ Donald Concheri EMP.#: 326 REPORT#: DATE: 11/6/97 CODE ARR•TIME 2:30 pm JOB HRS.: 1.5 T.T.: MILEAGE TEMP.: H L X WIND: H L x HUMID.: H L X SUNNY CLOUDY X Reinforcing steel was inspected for arrangement, cleanliness and checked against working drawings and reference specifications of ACI-301 for the following items. Check marks indicate compliance. All items in non-compliance are either corrected during inspection or noted below. inspection of mechanical connections such as 1Cadwelr or 'Stricon' are reported separately when performed. Size and location: X Clearance to forms: No forms Grade Strength: X Etra bars at openings: : X Splice Lapping: X Adequate ties: X Spacing: X Concrete coverage: cancel l edt Supports: X Stirrup spacing: X sP �' " Location and.Drawing #: G-5 to-G-10 . G-11 to A-11 Remarks: Rebar was' in place and tied properl v. Approved for concrete pl acemnt_ 11A Technician: Donald Concheri Approved Mark D. Liebert Concrete Cylinder Test Result CF-11 Briggs Engineering & Testing PROJECT: �Kce,1 Co 2 BRIGRIGGS , A Division of PK Associates, Inc. PROJECT#: go 3 Date• 6Ci— -9 Client: ak C12.,Nyt oil Cement Brand or Class: Approved Mix Design Location: 9 Al.tne ) Fccyr,is/(t Mix proportions JEWf le- i_& 1Q77-) (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.:. Piet IS- Batch Time: A IS Fine Aggregate lbs. Strength Delivered: 3oeo Coarse Aaareaate lbs. Strength Required: Water Gals. Set No.: t Time of Test: 1 t S- Water Reducing oz. Truck No.: rn-30 Load # {` 1 Air Entraining oz. Number of CyI.: '- C.A Size 3/4 ; Other oz. Slump �3l Air Content:'S ;. ASTM C-143 �( ASTM 6231/C-173;, - Field Unit Weight pcf Target: Concrete Temp.: o Air Temp 7 , ASTM C-138. ASTM C-1064 , a . �5vc7 ..{ 5 . Remarks Contractor and r ` By whom prepared:coo cc9r ,¢;�, �; 'S producer are both responsible : 1 Concrete-Source: R4cr e c.i=c, Gals. 20 for added water as per ASTM 70 of water 25 General Contractors Scia,51..,o added C-94. Discharge time limit 0055 85D Storage Location: min. max. 40 90 min. or 300 revolutions. 604 Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight _ pcf Unit Wei ht As Received: pcf Specimen! Date Age III Dia. Height Area I Density . Max. Load Compressive f Type/Fracture Number Tested at test (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) /A / 7-97 -Thky ..ec'` iz co „ Z.z6 /4/, y Gs ZC5' 23 iv ._ 8 //Z891 zg t 14Z_Z C /I7591 28 /42 L //-ZS_q 7 z 742_S Approved: D. Liebert "" Soils Inspection 1 jlj.1i wi` BRtGGS Briggs Engineering & Testing PROJECT: EXCEL CORP. `.n.r A Division of PK Associates, Inc. PROJECT#: 72463 INSPECTOR: Donald Concheri EMP.#: 326 REPORT#: DATE: 10/28/97 CODE: S26 - ARR.IVAE: 10:00 am JOB HRS.: 2 T.T.: MILEAGE TEMP.: H L X WIND: H X L HUMID.: H L X SUNNY XCLOUDY Briggs Engineering and Testing field engineers took in place density tests. In place density was determined in accordance with ASTM D-2922 and D-3017 for comparison to the laboratory determined maximum density at optimum moisture in accordance with ASTM D-1557 and/or D698. Location: 1 line NOTE: I took a sample from lot #2 as proposed to be purchased by Excel Corp. Abutting land encompassing building #75 and #95 Perservance Way. The sample consisted of what appeared to be pond sediment containing silt and find sand. Area was very wet. Please see laboratory report for more details. Remarks: I reported to the above mentioned project site to perform soil compaction of the sub grade elevation for the building footing. One foot of material was removed due to demolition debris from old building. This grade was compacted and tested today. The column line marked 1 was the only area ready at this time. This area passed and was approved for next lift to be placed. Chris Stavros was notified of all test results. Technician: Donald Concheri . Approved , _,:a ti /// Soils Compaction Report IBRIGGS I Briggs Engineering & Testing PROJECT: �K e ,gye.p \ � A Division of PK Associates, Inc. PROJECT#: r7a4(n3 +G" INSPECTOR: ( AuD S Cenchasz.► EMP.#: 3aCp REPORT#: DATE: CODE to -aa�q7 ARR.TIME: 100o JOB HRS.: a T.T.: MILEAGE TEMP.: H © WIND: ® L HUMID.: H Aar I' CLOUDY Maximum Dry Density: Optimum Moisture Content: (fl..O Method of Testing ( Check One) : Sand Cone Nuclear Densometer , Test Location Estimated Elevation Test Results Req. Min. Moisture J Optimum No: Area Tested %Comp. % Comp. Content % Moisture% t I LI r e rror-, Ado G 1014 too 'gaoe. Q7-s? 7(3 2. ( .0 qs. y 3. 1 3 1( 95. j 3.n 4 I, °(y.3 4 .c) Tests not meeting requirements: u®we, Who notified: Lacy Suip€ Recommendations: t orb Ch`z J sus Remarks: A t 1 eesr, pea men *1-7Mr�y DAS.Se n �- aQ g-+ Technician: O,c,.e.0,,,1)O, 1 Approved j,:. . Soils Inspection liN Briggs Engineering & Testing PROJECT: EXCEL CORPORATION BRIGGS A Division of PK Associates, Inc. PROJECT#: 72463 INSPECTOR: Donald Concheri EMP.#: 326 REPORT#: DATE: 10/29/97 CODE: S26 ARR.TIME: 6:00 am JOB HRS.: 4 T.T.: MILEAGE: TEMP.: H L X WIND: H L X HUMID.: H L X SUNNYX CLOUDY Briggs Engineering and Testing field engineers took in place density tests. In place density was determined in accordance with ASTM D-2922 and D-3017 for comparison to the laboratory determined maximum density at optimum moisture in accordance with ASTM D-1557 and/or D698. Location: A 1 i ne sub grade 1st lift A line footing grade 2nd lift 1 line footing grade 2nd lift 10 line sub grade . 1st lift • " 10 ,l i.ne._.footi nq .grade .. . ,_ 2nd-1 i ft . . . .. .. .: 6.....1irne ......sub-grade......._ ..... lst lift._.. ._. ...... .. .. . .. _.].ine...footin -grade, -.._.. .. 2nd..-1 i ft..._......_.._ _..._. ..___ i i, Remarks: Lifts were placed in 12" increments with compaction and testing in between both lifts. Areas that had low compaction readings were compacted again and retested All areas were approved and are"•ready for footings to be formed. Chris Stavros was notified of all test results: ` M Technician:. ....,.., .. . 1�'(J•�,v % a"o:� , ' Donal d�Concheri � Approved � - .mow Soils Compaction Report `.ad. BRIOGS I Briggs Engineering & Testing E T: E ccz I aep A Division of PK Associates, Inc. PROJECT#: 7 INSPECTOR OetJ CiparQC- 2i EMP.it: 2 REPORTT: DATE: o a 9-97 CODE: g_,Q to ARR.TIME: a,60 JOB HRS.: ti T.T.: MILEAGE: TEMP.: H Cr) WIND: H c HUMID.: H ‘NN*93 CLOUDY Maximum Dry Density: 130.9.. Optimum Moisture Content: l .0 Method of Testing ( Check One) : Sand Cone Nuclear Densometer Test Location Estimated Elevation Test Resu Req. Min. Moisture Optimum No... Area Tsstc::1 %Cea'S:p. % Comp. Content %Moisture% ' I 1 Ll me. IOX loo CRAB 100.0 . 4,6 5.L1 too II Li g9.5K . 3•7 3 . II 'I Qq.E 3•g 4 II I' 19. 1 _ 3.7 . 5 P Li ne. 5�2..�aoe 96.1 1 if to 94,7 - 3.7 1 t' of Q(0•9 3-S q of ,1 96.1 3.7 9 t0 Lane woe qQ,co 2.S to a to cli.A Z 7 U 1! I( glo,S 3./ t> o) o, 9g,(0 3•0 13 G Line 92•a 2./ ' 14 It I qi.i. 3-1 t6 o _ r 4(...a , lir 2-9 T Tests not meeting requirements: N jp Who notified: C4-q SAU eD S Recommendations: NinnlQ Remarks: All 4eA-F PA?66.0 c 9,S% oil PAID...* 4 .'l�� ...(ye_ Technician: C�f6 r 9-4 Approved /1/ `i ;} l ft , / , i �, - Soils Compaction Report -. s 411LAPROJECT: BRIGGS Briggs Engineering & Testing k�C -L. � 1/4 � A Division of PK Associates, Inc. PROJECT#: -i02(.4c03 INSPECTOR:lb+.1 .Nc, i _ EMP.#: 301,, REPORT#: DATE: to.-a9_c CODE: g a • ARR.TIME: ( .oO JOB HRS.: r-i' T.T.: MILEAGE: TEMP.: H d3 WIND: H HUMID.: H CD SUNNY) CLOUDY Maximum Dry Density: lad.2 Optimum Moisture Content: !o•0 Method of Testing ( Check One) : Sand Cone Nuclear Densometer ✓ _.Testl Location Estimated I EievmtioniTgAst Resits' Req. in. Moisture I Optimum No. Area Tested %Comp. ( % Comb. Content ffol Moisture I A Li ne lox too (ewe qt 7 9S"A 1 (0.o A ►t 4'9 Li-b 3 If 91.IQ _ _ 3,1 u I( (lQg _ 3:.7 5 Ih Ltne.. 916.I _ it ,0 !c ii, a72 • 3,2 7 qt:,q 3.5- g 0 9 7- LF 3-c .9 C-, Li r e QB:? 3-, 14 II qq. ( 240 II ►i 94-5 4-I . IQ I, 95. 1 r 3.1 • i 7 I i 1 Tests not meetingrequirements: ►.�or� .Who notified: Choi. SEPu q QinS Recommendations: n.,c4-se • Remarks: Act l 4-e94_ PAsSet) Re %a_ 76-9.41\ u.:042-K Technician: aOe4. Approved ".17. .'y ,;, {,!: ✓ Concrete Cylinder Test Result CF-11 Briggs Engineering & Testing PROJECT: xc.eel .Q BRIGGS ti A Division of PK Associates, Inc. PROJECT#:r 4(0 Date: (.4:-z.- 1 -97 �c-- Client: EA Gt t,. c.e Cement Brand or Class: Approved Mix Design Location: A Li n e, Fco r,4 JCK Mix proportions EAT Zr✓.. ��n/Cr`�] (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.:)(octei 15 Batch Time: a IS Fine Aggregate lbs. Strength Delivered: 3o eo Coarse Aggregate lbs. Strength Required: . , toc) Water Gals. Set No.: ► Time of Test: 1 l5 Water Reducing oz. Truck No.: to—30 . Load #.: I Air Entraining oz... •, Number of Cyl.: U C.A: Size: 3/4 - Other oz. Slump �3l Air Content s ASTM C-143 �{ ASTM C-231/C-173 Field Unit Weight , pcf Target: Concrete Temp.: 'o Air Temp.: O ASTM C-138 ASTM C-1064 '� 5-7 Remarks: Contractor and By whom prepared:Op N Gen ¢ 90 5 10 producer are both responsible :1• 1 Concrete Source: R4ery e Sc-U Gals. F0 for added water as per ASTM 70 of water 25 General Contractor. Scr,vt.oMi added 30 C-94. Discharge time limit e0 35 Storage Location: . min. max. 90 min. or 300 revolutions. � 40 �� Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf . Unit Weij?ht As Received:. pcf Specimen Date Age Dia. Height Area Density I Max. Load, Compressive Type/Fracture Number Tested at test (in.) (in.) (sq. in.) pcf LBS. ' Strength PSI (ASTM C-39) /A //7-97 /2.ce " Z•z(" /41, ) . GS, 20' S5/v 1� B //-Z07 zg 74z-Z C 7i z 11 zs i¢2 ir-26 97 2g • • • y , ,. ,., - Approved: MakD. Hebert s Concrete Cylinder Test Result CF-11 Briggs Engineering & Testing PROJECT: Lc�lpIBRIGGS A Division of PK Associates, Inc. PROJECT#: %z4( .. Date: 1(-31 cf7 • Client: jX c.-Qlaarc.v�7 Cement Brand or Class: Approved Mix Design Location: L%ne, ) FO:jri Mix proportions fir✓ r ,2G )_c J A-TH (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.: ct91q .;. Batch Time: 13S Fine Aggregate lbs. Strength Delivered: 000 • Coarse Aggregate lbs. Strength Required: o Water (teals Set No:: Q. Time of Test: Water Reducing oz. Truck No.: rfl -Q1 Load #.: 4 Air Entraining oz. ' 0 Number of I.: Ll . - C.A. �'CY Size: 4 Other oz. Slump 71, Air Content 5 ASTM C-143 d ASTM C-231/C-173 Field Unit Weight g t pcf ' • Target: Concrete Temp.: et, Air Temp.: o ASTM C-138 ASTM C-1064 rj7 Remarks: Contractor and By whom prepared: peter 5 10 producer are both responsible :�'~ 1 Concrete Source: Cat enre So.re, Gals. 20 for added water as per ASTM 70 of water 25 General Contractor'-. SGtsry cc�,a added 30 C-94. Discharge time limit 80 35 Storage Location: min. max. 90 �504 d0 0 min. or 30 revolutions. 0 Curing Box: ✓ Curing Temp. F° SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Wei ht As Received: pcf Specimen! Date Age Dia Height I Area Density I Max. Load Compressive I Type/Fracture Number Tested at test (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) 2A it-747 7bA-/ ‘,Cb", /2.00 ' 28.2C` i4/.1( 7z .. . 2550 8 // 28 7-1/- 8 7/-2947 Zg /4/. Z D 4 4-97 g /-1cl. / . • Approved: MarkD. Llbert Reinforcing Steel Report - Briggs Engineering & TestingPROJECT: EXCEL CORPORATE' HEADQUARTERS I BRiGGS t .�� A Division of PK Associates, Inc. PROJECT*: 72463 t- INSPECTOR. - Donald Concheri EMP.* 326 REPORT* DATE: 11/6/97 y CODE: ARR.TIME 2:30 pm JOB HRS.: 1.5 T.T.:• MILEAGE TEMP.: H L X WIND: H L x HUMID.: H L X - SUNNY CLOUDY X Reinforcing steel was inspected for arrangement, cleanliness and checked against working drawings and reference specifications of ACI-301 for the following items. Check marks indicate compliance. All items in non-compliance are either corrected during inspection or noted below. Inspection;of mechanical connections such as 'Cadwell' or 'Stricon' are reported separately when -performed. Size and location: 'X Clearance to forms: No forms Grade Strength: X - Extra bars at openings: X Splice Lapping: X Adequate ties: X Spacing X Concrete coverage: cancelled Supports: X Stirrup spacing: X Location and Drawing it: G-5 to -0-10 . . G-11 to A-11 I Remarks: Rebar was. in place and tied properly. Approved for concrete placemnt. • Technician: • Donald Concheri Approved ' Mark D. Liebert Daily Report =ad Briggs Engineering & Testing PROJECT: EXCEL CORPORATE HEADQUARTERS E'RIGGS A Division of PK Associates, Inc. PROJECT#: 72463 INSPECTOR: Donald Concheri EMP.#: 326 REPORT#: DATE: 11/6/97 CODE: 2:30pm ARR.TIME: JOB HRS.: 2 T.T.: MILEAGE: cT TEMP.: H L X WIND: H L X HUMID.: H L X CLOUDY I reported to the above mentioned project site to perform the scheduled concrete placement inspection. Upon arrival I was informed that the concrete placement was cancelled. While I was there I performed a rebar inspection on the pilasters, mat and vertical frame. All areas were approved. rti) Cal NOV 2 6 1991 ;. . i .ee • Technician: . Donald Concheri Approved Mark D. Lieber. ! rA. Soil • Briggs Engineering & Testing PROJECT: XCEL CORPORATION FBRIGGS A Division of PK Associates, Inc. PROJECT 72463 INSPECTOR: Donald Concheri EMP.#:. 326" REPORT#: DATE: 10/29/97 CODE:. S26 ; ARR.TIME 6:00 am JOB HRS.: 4 T.T.: MILEAGE: • TEMP.: . H::;' L X WIND: H L X HUMID.: H L X SUNNYX CLOUDY Briggs Engineering and Testing field engineers took in place density tests. In place density was determined in accordance with ASTM D-2922 and D-3017 for comparison to the laboratory determined maximum density at optimum moisture in accordance with ASTM D-1557 and/or D698.= Location: A line sub grade 1st lift A line footing grade 2nd lift - 1 line footing grade 2nd lift 10 line sub grade 1st lift ] NOV I3i97 10 l i ne footing grade 2nd lift • 6 line sub grade 1st lift 6 line footing grade 2nd lift • Remarks: Lifts were placed in 12"increments with compaction and testing in between both lifts. Areas that had low compaction readings were compacted again and retecteri. All areas were approved and are ready for footings to be formed. Chris Stavros was notified of all test results. Technician Donald Concheri = Approved . ��: Soils Compaction Report I B R I G G'S Briggs Engineering & Testing PROJECT: E C(e j tle_p --..;•,�.�, - A Division of PK Associates, Inc. PROJECT#: 7 i INSPECTOR Der l coivo-t-i-e.2_,l EMP.#: . .3a REPORTS: DATE l o=a 9-97 CODE: S--oZ to ' ARR.TIME Goo JOB HRS.: ti, T.T.: MAEAGE '; TEMP.: H COWIND: H 0 HUMID.: H st1NO CLOUDY Maximum Dry Density: 130.-Z.Moisture Content: &.O Method of Testing( Check One) : Sand Cone Nuclear Densometer Test Location Estimated Elevation Test Results Req. Min. Moisture Optimum No. Areas Tested %Comp. % Comp. Content °/d Moisture% I 1 Line _ lox too CCAV too.o % 5.(-1 I i _ qq. 3.7 lf 3 • II ir _ 49.E , 3.g 4 II '' 9 R. ( 3.7 5 A Lines Sv6zfwe CL5.1 .( ( g4,.-7 I . 3,7 Ii . 4tp•9 3.1 q II . si 616 9 3.7 Su 5 9 (D Line GAZA0e qq,co Z_g (p If V °l cI1 , Z 7 it U 'C 9 b 3.9 u �� 0 �5.� V 3.0 I) G j r _ GRADe. 92.a • 2./ 14 ii q 7.1 3 1 is ,io f °15.9 36 1 (k I, • s i 4`a 't' e- v Tests not meeting requirements: Ntn1UP Who notified: tz--uS S.A urebS Recommendations: tien„le Remarks: A t( 4(e S-I- PASSE D 95% o=L A e•ex...e Pr 1e R . L ?. Technician: D9r0 rc n n► .--1 Approved ill:'"'; :1 �.o/ • • j � - Soils Compaction Report -��id PROJECT: BRIGGS Briggs Engineering & Testing Co2434 - ------- A Division of PK Associates, Inc. PROJECT#: 702(4�3,) INSPECTOR:) C.orts3c-—Q EMP.#: 3a4„ REPORT#: DATE: to.-a5-co CODE: S-a ARR.TIME C.aO JOB HRS.: r4 T.T.: MILEAGE: TEMP.: H , WIND: H Cr) HUMID.: H ® UNI ) CLOUDY Maximum Dry Density: 13O.2 Optimum Moisture Content: (o.O Method of Testing ( Check One) : Sand Cone Nuclear Densometer •� Test Location Estimated Elevation Test Results Req..Min. Moisture Optimum No. Area Tested % Comp. % Comp. Content ei Moisture % A Line. Io z too eaa)e , q53 7 1.5'l a ►� - _ �Lg 4-6 3 etZ-Io 3.1 U `1 ` 4 . . 3, 5 (h L.(ne. 9r0.1 , 4 ,0 T �r q‘,9 3.5- g it °I7- `f 3- C, Liv1.2- ca.,) r3.9 to 1, °FtI 4,0 ll ,� 94, 5 4.I • * • Tests not meeting requirements: tJors2 Who notified: alecS S{ ‹. Recommendations: �oPe Remarks: • Ail -�es-I- PaSSep 942 A Foss "paQ m `• /% 1 _r • Technician:` ,,O,Q4 Approved 17'7 'y 11 ■ V, Oh .6�iiltL BRIGGS Briggs Engineering & Testing PROJECT: EXCEL CORP. ��. A Division of PK Associates, Inc. PROJECT#: 724f INSPECTOR: Donald Concheri . 1 EMP.#: '326 REPORT#: DATE: 10/28/97 CODE: S26 ARR.TIME 10:00 am JOB HRS.: 2 T.T.: MILEAGE: TEMP.:: H L X WIND: H X L HUMID.: H L X SUNNY XCLOUDY Briggs Engineering and Testing field engineers took in place density tests. In place density was', determined in accordance with ASTM D-2922 and D-3017 for comparison to the laboratory determined maximum density at optimum moisture in accordance with ASTM D-1557 and/or D69E. Location: 1 line NOTE: I took a sample from lot #2 as proposed to be purchased by Excel Corp. • Abutting land encompassing building #75 and #95 Perservance Way. The sample consisted of what appeared to be pond sediment containing silt and find sand. Area was very wet. Please see laboratory report for more details. Remarks: I reported to the above mentioned project site to perform soil compaction of the sub grade elevation for the building footing. One foot of material was removed due to demolition debris from old building. This grade was compacted and tested today. The column line marked 1 was the only area ready at this time. This area passed and was approved for next lift to be placed. Chris Stavros was notified of all test results. Technician: Donald Concheri Approved �%/ '? 4 ..04= :. " Soils Compaction Report BALL - PROJECT: BRIGGS Briggs Engineering & Testing E.Kc L Cc p 11 / A Division of PK Associates, Inc. PROJECT#: 7 .4(03 INSPECTOR: C ALO S CncKe z_A EMP.#: 3acra REPORT#: DATE: l0 - g`q7 CODE S-a(F, ARR.TIME I000 JOB HRS.: Q T.T.: MILEAGE; :: TEMP.: H CD WIND: ® L HUMID.: H -tM CLOUDY Maximum Dry Density: -130.2, Optimum Moisture Content: <.O Method of Testing ( Check One) : Sand Cone Nuclear Densometer Test Location Estimated Elevation Test Results Req. Min. Moisture Optimum No. v Area Tested %Comp. % Comp. Content % Moisture % I Line Frt A tD G IOyc ioo �''�aoe. cr7.0 °6%a 2 (0.0 11 y 3. 1 3 i' q5. J 3-d '' r 9(0.3 4 .O Tests not meeting requirements: use, Who notified: Sc,e4.r .cry\ eq eaS Recommendations: ,ve. ChQts -v Remarks' A 11 iesT, pee rest, � 5 4?n. `t5 Oa. Technician: ' Approved Soils Inspection AIi Briggs Engineering & Testing PROJECT: EXCEL CORPORATE HEADQUARTERS iRiGGS .�� A Division of PK Associates, Inc. PROJECT#: 72463 INSPECTOR: Donald Concheri EMP.#: 326 REPORT#: DATE: 11/19/97 CODE: S26 ARR.TIME: 2:00 pm JOB HRS.: 3 T.T.: MILEAGE: TEMP.: H L X WIND: H X L HUMID.: H L X SUNNY X CLOUDY Briggs Engineering and Testing field engineers took in place density tests. In place density was determined in accordance with ASTM D-2922 and D-3017 for comparison to the laboratory determined maximum density at optimum moisture in accordance with ASTM D-1557 and/or D698. Location: Interior piers at C-2 through C-9 1 line interior against foundation wall 12" below grade Remarks: Lifts along I line on the interior of foundation resumed today. Llft was applied at 12" thick and compacted. All test for this lift were approved. Footings on C line were excavated to grade and compacted then tested. These lifts were approved and are ready for forms and concrete placement. Art Bartlett was notified of all tPct results. Technician: Donald Concheri Approved 741/(Z-be Soils Compaction Report 'iN��hSR�GGS Briggs Engineering & Testing PROJECT: Elece1 c i rr A Division of PK Associates, Inc. PROJECT#: 7�4�03 INSPECTOR: OONAL.c. Corte - i EMP.#: 3,ye REPORT#: DATE: I I- i 9-97 CODE: S_aQ" ARR.TIME: d op JOB HRS.: 3 T.T.: MILEAGE: TEMP.: H M WIND: © L HUMID.: © UNNI) CLOUDY Maximum Dry Density: Optimum Moisture Content: Method of Testing ( Check One) : Sand Cone Nuclear Densometer ✓ Test Location Estimated Elevation Test Results Req. Min. Moisture Optimum No. Area Tested % Comp. % Comp. Content % Moisture % C-I I I L ne. -t- e4o't. F-c)u DATtoni to x too —la qq.8 ct i lb 5.7 a I &—I qq.9 (7 c, 3 I r y—/ °t8.C) S., '' b I I 1 99.G :.3 5 C Li rre Pi en s C- G 8 x�S ac,e. q Co.2 10.S co ,1 C-g 9ct. 9 I /.0 7 0 C--7 9'1- (o 7.7 c-, 4C Z1 9 " G-S q .(c. L. 7 lb " C-4-I . , 1�1.g `75 I 11 ' ' C -3 G15.9 rPa 1a tl G-2 Jcn. I , c..ti 13 14 ►5 lb • 17 Tests not meeting requirements: wome, Who notified:AeT .t . --- 1 1 Recommendations: ti -we Remarks: - 40 i 1S Pp S clef) ��. g.al`-n 02 ACC(..A_ PrO C4 L_ VA life. Technician: Approved ,/�� Soils Inspection 1'R 11 IGGS Briggs Engineering & Testing PROJECT: EXCEL CORPORATE HEADQUARTERS B� , - A Division of PK Associates, Inc. PROJECT#: 72463 INSPECTOR: , Donald Concheri EMP.#: 326 REPORT#: DATE: 11/20/97 CODE: S26 ARR.TIME: 7:00 am JOB HRS.: 4 T.T.: MILEAGE TEMP.: H . L X WIND: H X L HUMID.: H L X SUNNY XCLOUDY Briggs Engineering and Testing field engineers took in place density tests. In place density was determined in accordance with ASTM D-2922 and D-3017 for comparison to the laboratory • determined maximum density at optimum moisture in accordance with ASTM D-1557 and/or D698. Location: Piers on E line A line 1st lift interior foundation Between E & C line -1'-0 from grade for slab Elevator pad right and left - - • • Remarks: The lift placed on the interior of A line was placed in 12" lifts. Tested for compaction prior to next lift being applied. Piers E-6, E-7, E-8 and E-9 were too wet to compact or test today. PIer E-2 was not excavated as of today. All other areas tested were approved. Art Bartlett was notified of all results. /1./ Technician: Donald Concheri Approved / ���� ����� Soils Compaction Report PROJECT: EXCEL BR"tGGS Briggs Engineering & Testing \„�� A Division of PK Associates, Inc. PROJECT#: +7097.{(03 ii...---sio, INSPECTOR: Dompo3 C , EMP.#: 3x0, REPORT#: DATE: I(_- _Ci-7 CODE: S,a(c) ARR.TIME: '7 0 P3 JOB HRS.: 'T T.T.: MILEAGE: TEMP.: H L) WIND: (9 L HUMID.: H CP) (BUNNY) CLOUDY Maximum Dry Density: Optimum Moisture Content: .Method of Testing ( Check One) : Sand Cone Nuclear Densometer Test Location Estimated l Elevation!Test Results Req. Min. Moisture Optimum No. Area Tested %Comp. . % Comp. Content % Moisture % I PI RS £-3 cbeg C q5.4 qs% •c) a " C-4 c16.3 7 a 3 £ .5 61R. I 9.a 4 c '?Aos 1.5,ha- q`�.(O 11. I 5 Lem 95.g t z.c) G A LI nP ISM- LIFT A-a lox l oo -51 a . G .`) Q5% 4.3 7 ti A-0, I °►co. 1 5., II A- 5 15 .a 7. A -6 cit. s-9 10 " A- E 97•S- 6.3 II If A-9 _ "7. 2 7.2 IQ '' A-r7 v * ollo.g 6 y . 3 h- ,n E C Ltrw_d - I '-o _ 40Y 20 -I'-o i°1. b 6.7 1'i I, cicLq S. 6 1.5 i., q&. b . u.9 1(4, `' °11.2 2. z 17 '' s °rC,4 , w 7. C, ! Tests not meeting requirements: See- ,c-4- ecQ - Who notified: .oT 6rNO Tt e_1 Recommendations: P1/414oi.W SOIL. D.v C>c.cr. Remarks: A 11 o+h e r- `1/2-e 54 PA sSto 9 SH5A 0 62--P,Q-ov� Pam,aciR 211/x,,...4/7/, Technician: Approved CONCRETE PLACEMENT INSPECTION AAA I BRIGGS Briggs Engineering & Testing PROJECT: EXCEL CORPORATE HEADQUARTERS A Division of PK Associates, Inc. PROJECT#: 72463 INSPECTOR: Brian Cooper ARR.TIME: 8:00 am JOB HRS.: 4 DATE: 11/11/97 CODE: C26 TEMP.: H 50° L 40° WIND: H L X HUMID.: H L X _SUNNY CLOUDY X Concrete Source: Byrne Sand & Gravel General Contractor: J.K. Scanlan Storage Location: Curing Box: Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. * Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 Limits Time Limits ** 1-1/2 hrs. max. Temperature X 50-90° F Slump _N/A ' - Mixing N/A 70-300 Rev. Air content N/A - % Density N/A t 3 p.c.f. Location: Foundation wall on 1 line between A & G lines; foundation wall on A line between 6.5 and 1 lines; foundation wall on G between 1 and 7.5 lines Remarks: *Superintendant was notified of form oil on rebar and on existing footing. **Time limit was exceeded on loads 2 and 3. Superintendant was notified of all test results. No specifications for job per superintendant. Method of placement Chute X Pump Other Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) (°F) (°F) Deliv. -Required _ water (pcf) 1 8:30 31 , 11 82 3000 3000 3/4 15 2 9:00 30 10.5 95 53° 5.75 4.3 45° 3000 3000 3/4 4 1 20 3 9:55 29 10 95 3000 3000 3/4 15 4 11:2C 30 6.5 47 3000 3000 5 5 _ 6 7 • 10 P A proved: ;• . �, I CONCRETE PLACEMENT INSPECTION ..&LL.i BRIGGS Briggs Engineering & Testing PROJECT: EXCEL CORPORATE HEADQUARTERS A Division of PK Associates, Inc. PROJECT#: 72463 INSPECTOR: Scott Grieve ARR.TIME: 12:45 pm JOB HRS.: 4 DATE: 11/21/97 CODE: C26 TEMP.: H 50°L WIND: H L X HUMID.: H L X SUNNY X CLOUDY Concrete Source: Byrne Sand & Gravel General Contractor: JK Scanlan Storage Location: Curing Box: Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 Limits Time Limits X 1-1/2 hrs. max. Temperature X 50-90° F Slump X 4 ' - 1' Mixing X 70-300 Rev. I Air content X 5 ± 1 % Density X ± 3 p.c.f. Location: Footings on E line 1 to 10 line Remarks: I notified Art Bartlett of all results. Method of placement: Chute' X Pump Other Load Arr. Truck No. oft Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) (°F) (°F) Deliv. Required water (pcf) 1 1:35 30 10.5 80 65° 4 4.6 50° 3000 3000 3/4 4 1 2 2:00 29 10.5 90 3000 3000 3/4 3 _ 4 5 6 _ 7 . 8 9 _ 10 Approved: /2/ it CLL oncrete Cylinder Test Result CF-11 Briggs Engineering & Testing PROJECT: x6,,,16),ep, /9(Wou9efr/5 BRIGGS `„ ti A Division of. /PK Associates, Inc. PROJECT#: ? 3 Date: 7/-1/- 9 vim. ' Client: Cement Brand or Class: Approved Mix Design Location: F1)01/4711�;, w.,Oc'? 1 A'7e Mix proportions be 71-wPer-) CT/A4e 5 (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.: 270/65 Batch Time: 96 Fine Aggregate lbs. _Strength Delivered: 3d� Coarse Aggregate lbs. /))/g , Strength Required: 300, Water Gals. Set No.: T Time of Test:/63n Water Reducing oz. Truck No.: 30 Load #.: G . 0 Air Entraining oz. _Number of Cyl.: y C.A. Size: % - Other oz. • Slump yi" Air Content (, 3 ASTM C-143 --I 7 ASTM C-231/C-173 • Field Unit Weight pcf Target: Concrete Temp.:�3 a Air Temp.: o ASTM-C-138-._ - . _ ASTM C-1064 L� . Remarks:. .Contractorand.. • -- -'• .- '...__ ...-5 .- - • --- By whom prepared: ' 'g�'i00� `oo Pie' 4 10 producer;are__both zresponsible- - --- - :'---Gals. -11'; - - Concrete-Source:' ,C7� -;5, ;;d f-,ems 1.-" inn for added wate.r_as per ASTM.. -.--. . -. 70 of mate s General Contractor- - 4( I - ;5 added 30 t'1 SLi9.�%6 _._._e_.- C-94. ,Discharge time limit . 6055 .. .. _35 - -• Storage Location: -• 90 min. or 300 revolutions. . 9:14 Curing Box: Curing Temp. F° • . . ' • ._ CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date J Age Dia. Height Area ( Density Max. Load I Compressive' Type/Fracture Number Tested at test (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) 4A /1-13-97 7DAY , tCY) "_1.2.00" 26,26" ///0 S7 723 5170 b. 8 /7--f7 26 , - I tit C tz l-97 ze N-D.0 i .. Approved: liji—/29' '. Concrete Cylinder Test Result CF-11 'E Briggs Engineering & Testing PROJECT: 1`5c€ CP BRIGGS A Division of PK Associates, Inc. PROJECT#: 17a4G.sDate: 16-31977 . Client: JKc 01,0 Cement Brand or Class: Approved Mix Design Location: G (..t n .. ) FOD i g A/6 Mix proportions k's✓ 1 QE L c k)A-TH (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.:4q 9 I') Batch Time: 13E Fine Aggregate lbs. Strength Delivered: .noa Coarse Aggregate lbs. Strength Required: ?, Water , Gals. Set No.: a Time of Test: a.4s Water Reducing oz. Truck No.: r 1 -Q1 Load #.: 4 Air Entraining oz. Number of Cyl.: L-I C.A. Size: '.=f - Other oz. Slump 71� Air Content 5,0 ASTM C-143 d ASTM 3) C-173 Field Unit Weight pcf Target: Concrete Temp.: d Air Temp.: O ASTM C-138 ASTM C-1064 (€ D 51 Remarks: Contractor and By whom prepared: DoN conc,t-4.e producer are both responsible :•i SCI3 Gat 101 Concrete Source: ( zMe so.e, for added water as per ASTM 70 of water 20 General Contractor sGA.N c.0A i5 added 30 C-94. Discharge time limit 605� 35 Storage Location: min. max., 90 min. or 300 revolutions. 9D4 Curing Box: ✓ Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Wei ht As Received: pcf . Specimen Date Age Dia. Height Area Density Max. Load I Compressive Type/Fracture 1 I 1 °-Number Tested at test (in.)_ (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) ZA if-7-57 ZbA-"/ 6,00" /2.00" 2e.Zr /41.1 72, CO 25-5o _ 8 /I-47 2S • /4/ $ /i�4.. 5 4 05 0 C- //-Zg47 Z$ /47. 2 ,_.y%.f 999 4b7o b /(Z$17 , /47. / ' //62SZ 41ID b A.L TESTS COMPLETED - Approved: /`I/i 411/. . Concrete Cylinder Test Result CF-11 mdrINIali Briggs Engineering & Testing PROJECT: Fxcet Q BRIGGSj �?� Vti A Division of PK Associates, Inc. PROJECT#:' (0 3 tate: 4�-3t -q-7 c Client: L K $cAtui c .t Cement Brand or Class: Approved Mix Design Location: A Lt n e ) FQpY,'KT Mix proportions kWri ee- L&Q77-) (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.:a(oP i'6- Batch Time: ill t5 Fine Aggregate lbs. ,Strength Delivered: 3oso Coarse Aggregate lbs. T Strength Required: Water Gals. Set No.: t Time of Test: 1 t S Water Reducing oz. Truck No.: hi-30 Load #.: I Air Entraining oz. Number of Cyl.: U C.A. Size: 3/4 - Other oz. Slump Air Content 5 ASTM C-143 63%{ ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: ,o Air Temp.:�� ASTM C-138 ASTM C-1064 Remarks: Contractor and By whom prepared:coo care.,; producer are both responsible :•1.5 5 101 Concrete Source: R4P�1E S4,-G 5 Gals. 20 for added water as per ASTM 70 of water F5 General Contractor s Sc.Ni :5 added 30 C-94. Discharge time limit 8055 35 Storage Location: min. max. 90 min. or 300 revolutions. Curing Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Wei ht As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load I Compressive Type/Fracture Number Tested at test (in.) (in.) •(sq. in.) pcf LBS. Strength PSI (ASTM C-39) /A //7-97 , 71)Ky 6-out /Z-cv " , 28.zC , /4/L q1 . GS, 261 23 iO ?. 8 //19,g7 zs j4z_z /66, lS S 3760 D C 7/zO q7 zS 742/ /09, 72 58 70 b //-Z�-97 02 _ /-12_S /O 1 Zg6 37( 0 1 ALL TESTS COMPLETED Approved: /.4/ . . Concrete Cylinder Test Result CF-11 Alga G BRIG Briggs Engineering & Testing PROJECT: GS .'x G8- . Co ceP �v A Division of PK Associates, Inc. PROJECT#:��y(� 3 Date: //a,/-P7 Client: ;K 5 z46; Cement Brand or Class: Approved.Mix Design Location: ,e o i S e„, j: //t,,j Mix proportions /6 Gr„i/T (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.:4 70 a 7O Batch Time: /02,r.y5.-- • Fine Aggregate lbs. Strength Delivered: Rao o Coarse Aggregate lbs. Strength Required: ?coo - • i • water Gals. Set No.: / Time of Test: /.`exam Water Reducing oz. Truck No.: 3G Load #.: / ''Air Entraining oz. Number of Cyi.: C.A. Size: /y- Other oz. Slump / Air Content 444 ASTM C-143 ASTM C-231/C-173 Feld Unit Weight pcf Target: Concrete Temp.: o Air Temp.: O. 1 ASTM C-138 ASTM C-1064 `� - 'Remarks: 'Contractor and. By whom prepared: lei, 4•y2. .... - _._. •roducer•are•both;"responsible __ :i• Gals. 1 Concrete Source: �Qye.w E S�° or added water asper ASTM _.._ . ._ 5 of water20 -_ ._ _.. . .... m added 25 General Contractor "3 .<, s—e,4" 4,4�V -94. Discharge time limit ' . - "' ®p-;- " 35�; Storage Location: min. max. - :0 min. or 300 revolutions. �d Curing Box: Curing Temp. F° 1. CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 08 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf - *pecimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture . r. Number Tested at test , (in.) (in.) (sq.-in.), pcf LBS. Strength PSI , (ASTM C-39) l - 54\ 11-2ei7 TDA:1 6,00', (2-0au 78 26" /4(0.a _ 63, 111 . 2250 . b /2-6q1- 28 . _ /41.3 C. 12-H-e . /44,4 J ,2-614/ 2A - /40.� . •_ • I. .� Approved: '---7744,(Zibi-.'. • { /*- CONCRETE PLACEMENT INSPECTION AMU. BRIGGS Briggs Engineering & Testing PROJECT: EXCEL CORPORATE HEADQUARTERS A Division of PK Associates, Inc. . PROJECT#: 72463 INSPECTOR: Scott Grieve ARR.TIME: 12:45 pm JOB HRS.: 4 DATE: 11/21/97 CODE: C26 TEMP.: H 50°L WIND: H L X HUMID.: H L X SUNNY X CLOUDY Concrete Source: Byrne Sand & Gravel General Contractor: JK Scanl an Storage Location: Curing Box: Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: • Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 Limits Time Limits X 1-1/2 hrs. max. Temperature X 50-90° F Slump X 4 ' 1' Mixing X 70-300 Rev. Air content X 5 ± 1 % Density X ± 3 p.c.f. Location: Footings on E line 1 to 10 line Remarks: I notified Art Bartlett of all results. Method of placement: Chute. X Pump Other Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time • No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) (°F) (°F) Deliv. Required water (pcf) 1 1:35 30 10.5 80 65° 4 4.6 50° 3000 3000 3/4 4 1 2 2:00 29 10.5 90 3000 3000 3/4 3 4 5 6 • 7 . 8 9 10 Approved: i�� �Z:z, � ® CONCRETE PLACEMENT INSPECTION BRIGGS Briggs Engineering & Testing. PROJECT: EXCEL CORPORATE HEADQUARTERS A Division of PK Associates, Inc. PROJECT#: 72463 INSPECTOR: Brian Cooper ARR.TIME: 8:00 am JOB HRS.: 4 DATE: 11/11/97 CODE C26 TEMP.: H 50° L 40° WIND: H L X HUMID.: H L X SUNNY CLOUDY X Concrete tource: Byrne Sand & Gravel General Contractor: J.K. Scanlan Storage Location: Curing Box: Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. * Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 Limits Time Limits ** 1-1/2 h s. max. Temperature X 50-90° F Slump _N/A - Mixing N/A 70-300 Rev. Air content N/A - % Density N/A ± 3 p.c.f. Location: Foundation wall on 1 line between A & G lines; foundation wall on A line between 6.5 and 1 lines; foundation wall on G between 1 and 7.5 lines Remarks: *Superintendant was notified of form oil on rebar and on existing footing. **Time limit was exceeded on loads 2 and 3. Superintendant was notified of all test results. No specifications for job per Superintendant. Method of placement Chute. X Pump Other Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time - No. Yds. Duration Temp. On.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) (°F) (°F) Deliv. Required water (pcf) 1 8:30 31 11 82 3000 3000 3/4 , 15 2 9:00 30 10.5 95 53° E.75 4.3 45° 3000 3000 3/4 4 1 20 3 9:55 29 10 95 3000 3000 3/4 15 4 11:2C 30 6.5 47 3000 3000 5 5 6 - r 7 8 9 1 0 Approved: y 7�2r pm\ Soils Inspection 'SRIGGS Briggs Engineering & Testing PROJECT: EXCEL CORPORATE HEADQUARTERS A Division of PK Associates, Inc. PROJECT#: 72463*...74.---„sil INSPECTOR: Donald Concheri EMP.#: 326 REPORT#: DATE: 11/20/97 CODE S26 ARR.TIME: 7:00 am JOB HRS.: 4 T.T.: MILEAGE TEMP.: H L X WIND: H X L HUMID.: H L X SUNNY XCLOUDY Briggs Engineering and Testing field engineers took in place density tests. In place density was determined in accordance with ASTM D-2922 and D-3017 for comparison to the laboratory determined maximum density at optimum moisture in accordance with ASTM D-1557 and/or 0698. Location: Piers on E line A line 1st lift interior foundation Between E & C line -1'-O from grade for slab Elevator pad right and left Remarks: The lift placed on the interior of A line was placed in 12" lifts. Tested for compaction prior to next lift being applied. Piers E-6, E-7, E-8 and E-9 were too wet to compact or test today. PIer E-2 was not excavated as of today. All other areas tested were approved. Art Bartlett was notified of all results. 0 Technician: Donald Concheri Approved 7'41//1./ 1 p----- sib -•'" _ Soils Compaction Report � �� PROJECT: &xc.EL, . BRIGGS Briggs Engineering & Testing \----- A Division of PK Associates.--10/ , Inc. PROJECT#: r73/4(p3 . INSPECTOR: pJ¢ � cry)C -��I EMP.#: j REPORT#: DATE: I( .ate-c-7 CODE: S,QG ARR.TIME: 761O JOB HRS.: 4. T.T.: MILEAGE l �J 1 TEMP.: H WIND: (3 L HUMID.: H ( NNY) CLOUDY Maximum Dry Density: Optimum Moisture Content: Method of Testing ( Check One) : Sand Cone Nuclear Densometer ✓ Test Location Estimated Elevation Test Results Req. Min. Moisture Optimum No. Area Tested % Comp. % Comp. Content % Moisture % t leas t-3 $X g Q5.y `ls% .(21 a ii E-Li t:16.3 1 7 a 1 3 0E '5 qR. I 9,.Q 4 Ci�v•v-Da"Pp.06 .Ri lvi- q5. II. l Le {- Y P 96.9 r I2.(o Go A Une ISM- LIFT A_a Gx to0 -3'-0 C5.9 `t5"/o 4.3 7 II A-4 °1 Cp. ( 5., .. '' A-5 95 .a 7 1 9 If IO I A- S 9TS- 6.3 Il " A-R 017. 2 72 w it A_r7 o 9io.g 6 y 3 Be-Iwee , E 4 C un.Q., - i 'o , 1-toy SO -v-O q9. (o +8.7 14i 1 _ 9 ciq S. e Ida`, 112 2. a 17 '► r °IC,L} I r 7. Tests not meeting requirements: Se.& ,c4-. Qszeo2-r Who notified: 4-r f3r\Q Tte_i i Recommendations: fit IOW Sb -ID D P.v Cx_57 Remarks: A 11 0-ir-h2 n 4e 5• PA sse-o 411L 15 /r) 0 Q— i'sQQ . Pc-C C+(. • URL.v� ff a Technician: l et Approved A/(//dis 4cr Soils Inspection t ' �� Briggs Engineering & Testing PROJECT: EXCEL CORPORATE HEADQUARTERS rBRIGGS A Division of PK Associates, Inc. PROJECT#: 72463 INSPECTOR: Donald Concheri EMP.#: 326 REPORT#: DATE: 11/19/97 CODE S26 ARR.TIME: 2:00 pm JOB HRS.: 3 T.T.: MILEAGE TEMP.: H L X WIND: H X L HUMID.: H L X SUNNY X CLOUDY Briggs Engineering and Testing field engineers took in place density tests. In place density was determined in accordance with ASTM D-2922 and D-3017 for comparison to the laboratory determined maximum density at optimum moisture in accordance with ASTM D-1557 and/or D698. Location: Interior piers at C-2 through C-9 1 line interior against foundation wall 12" below grade Remarks: Lifts along 1 line on the interior of foundation resumed today. LIft was applied at 12" thick and compacted. All test for this lift were approved. Footings on C line were excavated to grade and compacted then tested. These lifts were approved and are ready for forms and concrete placement. Art Bartlett was notified of all test results. Technician: Donald Concheri Approved 74/(ZZ,./ l' �y Soils Compaction Report NA ■i6 PROJECT: [BRIGGS Briggs Engineering & Testing 'c€ �Rt� A Division of PK Associates, Inc. PROJECT#: 7,Qy03 \-17.10.--000/ j INSPECTOR: OON4LA C CNN Lk.�q{z.ti EMP.#: 3Xec, REPORT#: DATE: i I— 1 9_g 7 CODE: S_ate ARR.TIME op JOB HRS.: 3 T.T.: MILEAGE TEMP.: H 0 WIND: ©. L HUMID.: © NN CLOUDY Maximum Dry Density: Optimum Moisture Content: Method of Testing ( Check One) : Sand Cone Nuclear Densometer Test Location Estimated Elevationkest Results Req. Min. Moisture Optimum No. Area Tested % Comp. % Comp. Content % Moisture % I I Line, 1+eetoit. RouNc I ►o x +b o _ID,, qq.S 9t lb 5.7 a '! -I , i ci9.9 6 3 r \-j Ca•9 5.'" 4 '' b-I qq.I , 43 5 CL+►tee Piers c- 9 $xis one_ qc.2 lo•$ co `i c-R c1q. Q l 1.0 7 0 C-� (0 7 7 9 .-S ci`g.� L. 7 to �� c_y dq.g '7.5 II I ' c -3 9 5.g (Q a 12 f1 -2 I ` i. I (,..t( i3 lu '5 110 17 Tests not meeting requirements: ni(v;p, Who notified: ier _1_Q --- Recommendations: krne Remarks: 1 II fes Pp s n C-a PC,C uQ Pcoc-&L_ x1,re_ , ./41.4(./11 Technician: Approved r11/10/u,7 MON 09:28 FAX 1 401 453 2232 Z002 _si. CHAPTER 17 STRUCTURAL TESTS AND INSPECTIONS • ,___ 1 SECTION 1701.0 GENERAL Inspection,special:Inspection as herein required of the instal- lation,fabrication,erection or placement of components and 1701-1 Scope:The provisions of this chapter shall govern the connections requiring special expertise to ensure adequacy quality, workmanship and requirements for all materials here:- (see Sections 114.0 and 1705.0). after used in the construction of buildings and structures. All materials of construction and tests shall conform to the applica- Label:An identification applied on a product by the manufac- ble standards listed in this code. turns which contains the name of the manufacturer,the func- tion and performance characteristics of the product or 1701.2 New materials:AU new building materials,equipment, material, and the name and identification of an approved appliances,systems or methods of construction not provided for agency and which indicates that the representative sample of 1 in this code,and any material of questioned suitability proposed the product or material has been tested and evaluated by an for use in the construction of a building or structure, shall be approved agency(see Section 17043 and also Mark.Menu- subjected to the tests prescribed in this chapter and in the cep- factures designation and Inspection certificate). proved rules to determine character,quality and limitations of use. Manufacturer's designation: An identification applied on-a product by the manufacturer indicating that a product or 17013 Used materials:The use of all second-hand materials material complies with a specified standard or set of toles(see which meet the minimum requirements of this code for new also Mark Label and Inspection certificate.) materials shall be permitted. Mark An identification applied on a product by the manufac- SECTION 1702.0 DERNMONS turer indicating the name of the manufacturer and the function of a product or material(see also Manufacturer's designation, 1702.1 General:The following words and terms shall,for the Label and Inspection certificate.) purposes of this chapter and as used elsewhere in this code,have the meanings shown herein. SECTION 1703.0 INFORMATION REQUIRED Approved agency:An established and recognized agency regu- larly 1703.1 Material performance:Where the quality of materials engaged in conducting tests or furnishing inspection a inforniation services,when such agency has been approved(see Section is essential for conformance to this s�code sham not 1704.0). shall be given to establish such quality; andbe cited,or the term legal or the terms equivalent be used as Fabricated item:Structural,loadbeating or lateral toad-resisting a substitute for specific information. This information shall assemblies consisting of materials assembled prior to instal- consist of test reports conducted by an approved testing age11cy lotion in a building or structure, or subjected to operations in accordance with the standards referenced in Chapter 35. or such as heat treatment, thermal cutting, cold working or other such information as necessary for the code official to reforming after manufacture and prior to installation in a determine that the material meets the applicable code require- k building or structure.Materials produced in accordance with menu. standard specifications referenced by this code,such as rolled 1703.1.1 Labeling: Where materials or assemblies la a structural steel shapes.steel-reinforcing bars,masonry units �this code to be labeled such materials and re- andas:crri- plywood sheets, shall not be considered "fabricated quiredin accordance rise - blies shall be labeled by an approved agency i�ins." with Section 1704.0. Inspection certificate:An identification applied on a product by an approved agency containing the name of the manufacturer. 1703.2 Research and investigation: Sufficient technical‘,,, the function and performance characteristics, and the name shall be submitted to substantiate the proposed. aubmiaed y mate- and identification of an approved agency which indicates that rial or assembly.If it is determined that the evidence the product or material has been inspected and evaluated by is satisfactory proof of performance for the use intended.the an aproved agency (see Section 17004.3 and also Mark, official shall approve the use of the material or assemblY tom] Manufacturer's designation and label). to the requirements of this code.The cost of all tests,repay and 147 1 /10/97 MON 09:29 FAX 1 401 453 2232 L1 003 1 r`_ TAE 5OCA NATIONAL BUILDING CODE/1296 • investigations required under these provisions shall be paid by 1704.3.2.2 Equipment: An approved agency shall have the permit applicant. adequate equipment to perform all required tests. The 1703.2.1 Research reports: Supporting data, where neees- equipment shall be periodically calibrated. sary to assist in the approval of all materials or assemblies not' 1704.3.2 3 Personnel:An approved agency shall employ specifically provided for in this code, shall consist of valid experienced personnel educated in conducting.supervis- research reports from approved sources. ing and evaluating tests. 1703.3 Evaluation and follow-up inspection services:Prior to 1704.3.3 Label information: The label shall contain the the approval of a closed prefabricated assembly, the permit manufacturer's or distributor's identification.model number, applicant shall submit an evaluation report of each prefabricated serial number.or definitive information describing the prod- assembly.The report shall indicate the complete details of the uct or material's performance characteristics and approved assembly,including a description of the assembly and the assent- agency r identification. bly's components. the basis upon which the assembly is being 1704A Heretofore-approved materials:The use of any mate- evaluated.test results and similar information,and other data as rial already fabricated or of any construction already erected, ttoc ersary for the code official to determine conformance to this which conformed to requirements or approvals heretofore in code. effect,shall be permitted to continue,if not detrimental to life, 1703.3.1 Evaluation service:The code official shall review health or safety of the public. evaluation reports from approved sources for adequacy and SECTION 1705.0 SPECIAL INSPECTIONS conformance to the code. 1705.1 General: The permit applicant shall provide special 1703.3.2 Follow-up Inspection:The owner shall provide for special inspections of fabricated items in accordance with inspections where application is made foshall tction as de- Section ti Section 1705.2. scribed in this section.The special inspectorsprovided by the permit applicant and shall be qualified and approved for I 1703.33 Test and inspection records:Copies of all neces- the inspection of the work described herein. sary test and inspection records shall be filed with the code official. Exceptions 1. Spedal inspections are not required for work of a minor SECTION 1704.0 APPROVALS nature or where warranted by conditions in the juriadic- ion. 1704.1 Written approval:Any material,appliance,equiproeet. m2. Special inspections are not required for building corn- system or method of construction meeting the requirements of ponents unless the design involves the practice of pro- this code shall be approved in writing within a reasonable time fissional engineering or architecture as defined by after satisfactory completion of all the required tests and submis- applicable state statutes and regulations governing the sion of required test reports. professional registration and certification of engineers 1704.2 Approved record: For any material.appliance,equip- or architects. meat,system or method of construction that has been approved. 3. Special inspections are not required for occupancies in . .. a record of such approval, including all of the conditions and Use Group R-3 and occupancies in Use Group U that limitations of the approval, shall be kept on file in the code are accessory to a residential occupancy including.but official's office and shall be open to public inspection at all not limited to,those listed in Tlible 312.1. appropriate times. 1705.1.1 Building permit requirement:'The permit appli- 1704.3 Labeling:Products and materials required to be labekd cant shall submit a statement of special inspections prepared shall be labeled in accordance with the procedures set forth in by the registered design professional in responsible charge in Sections 1704.3.1 through 170433. accordance with Section 114.2.1 as a condition for permit �� shall trot a ce. This statement shall include a complete list of 1704.3.1 'Iksting: An approved agency - materials and work requiring special inspection by this sec- sentative sample of the product or material being labeled to lion.the inspections to be performed and a list of the individu- the relevant standard or standards.The approved agency shall els.approved agencies and firms intended to be retained for maintain a record of all of the tests performed. The record conducting such inspections. shall provide sufficient detail to verify compliance with the test standard. 1705.1.2 Report requirement:Special inspectors shall keep 1704.3.2 Inspection and identification: The approved records of all inspections.The special inspector shall furnish inspection reports to the code official, and to the registered agency shall periodically perform an inspection,which shall design professional in responsible charge. All discrepancies be in-plant if necessary,of the product or material that is to shall be brought to the immediate attention of the contractor be labeled The inspection shall verify that the labeled product for. correction. If the discrepancies are not corrected. the or material is representative of the product or material tested. discrepancies shall be brought to the attention of the code 17043.2.1 Independent:The agency to be approved shall official and to the registered design professional in responsi- be objective and competent.The agency shall also disclose ble charge prior to the completion of that phase of the work. all possible conflicts of interest so that objectivity can be A final report of inspections documenting completion of all confirmed. required special inspections and correction of any discrepan- 198 11/10/97 NON 09:30 FAX 1 401 453 2232 IC1004 i . STRUCTURAL TESTS AND INSPECTIONS cies noted in the inspections shall be submitted prior to the fication for Structural Joints Using A32.5 or A490 Bolts issuance of a certificate of occupancy.Interim reports shall be listed in Chapter 35. submitted periodically at a frequency agreed upon by the Table 1705.3.2 permit applicant and the code official prior to the start of work. INSPECTION FOR STEEL NUREl1ALS 1705.2 Inspection of fabricators:Where fabrication of struc- Materiel Inspection reward Reference'for Criteria le ASTM material tural loadbeatitrg members and assemblies is being performed 8��nuts. I. Material Identification s. sown-cations;AISC ASO, on the premises of a fabricator's shop,special inspection of the 2.Conformance to ASTM Section A3.�1;AISC LAM, fabricated items shall be required.The fabricated items shall be standards specified by the Section A3.3 inspected as required by this section and as required elsewhere design ngineec designation in this code: (certificate of comintance) is required. 1705.2.1 Fabrication procedures: The special inspector St viral 1. Materiallderrot atlon ASTM A6 or ASTM A568 shall verify that the fabricator maintains detailed fabrication and quality control procedures which provide a basis for 2.Conformance to ASTM Provide certified test reports inspection control of the workmanship and the fabricator's standards specified in the In accordance with ASTM AS approvedplans and or ASTM A568 ability to conform to approved drawings.project specifics-- ations dons and referenced standards. The special inspector shall Weld tiller 1.Conformance to AWS AISC ASD,Section A3.6;AISC review the procedures for completeness and adequacy relative puterhls specification as specified in IRFD,Section A3.5 to the code requirements for the fabricator's scope of work. the approved plans and urn�q radon specificati 1705.2.2 Procedures Imputation:The special inspector tcertifione of comdianCe) shall verify that the fabricator is properly implementing the is required. fabrication and quality control procedures outlined in Section Note a.The specific standards referenced are those wed in Chapter 35. 1705.2.1. 1705.3.3.2 Welding:Weld inspection shall be in compli- Exception: Special inspections as required by Section ance with Section 6 of AWS D1.1 listed in Chapter 35. 17052 shall not be required where the fabricator maintains Weld inspectors shall be certified in accordance with AWS an agreement with an approved independent inspection or D1.1 listed in Chapter 35. quality control agency to conduct periodic in-plant inspec- 17053.3.?.1 Welding of the structural seismic-resist- the at the fabricator's plant;at a frequency that will assure s •Welding of the structural seismic-resisting the fabricator's conformance to the requirements of the ill system: to Seismic Performance inspection agency s approved quality control program. system of buildings assigned Category C, D or E, in accordance withSec- 17053 Steel construction: The special inspections for steel 1610.1.7, shall be inspected in accordance with Sec- elements of buildings and structures shall be as required by tiers 1705.3.3.22 and 1705332.3. Each complete Sections 1705.3.1 through 17053.3. penetration groove weld in joints and splices shall be tested for the full length of the weld either by ultrasonic 1705.3.1 Inspection of steel fabricators:The permit appli- testin g or by other approved methods,for special mo- cant shall provide special inspection of steel fabricated items meaty and eccentrically braced frames. in accordance with the provisions of Section 1705.2. Exception: The nondestructive testing rate for Exception: Special inspection of the steel fabrication welds made by as individual welder is permitted to process shall not be required where the fabricator does not be reduced to 25 percent of the welds, with the perform any welding.thermal cutting or heating operation approval of the registered design professional re- of any kind as part of the fabrication process.In such cases, sponsible for the structural design, provided the the fabricator shall be required to submit a detailed proce- ` weld inspection reject rate is 5 percent or less. dure for material control which demonstrates the fabrica- tor's ability to maintain suitable records and procedures 1705.3.3.2.2 Column splice welds: Column splice such that,at any time during the fabrication process,the welds,which are partial penetration groove welds,shall material specification, grade and mill test reports for the be tested by ultrasonic testing or other approved meth- elements and bolts are capable of ods at a percentage rate established by the 1egistered being stress-carrying ined.ng design professional responsible for the structural de- luingdetermined• elation column splice welds de- in ele- sign. All partial pen de- 1705.3.2 Material receiving: All main stress-carrying signed for axial or flexural tension from seismic forces meets, welding material and bolting material shall be in- shall be tested. sported for conformance to Table 1705.3.2. 1705.3.3.23 Base metal testing:Base metal having a 170533 Erection:Special inspections are required for bolts. thickness more than I Vx inches(38 mm)and subject to welding and details as specified in Sections 1705.3.3.1 through-thiclaress weld shrinkage strains shall be ultra- through 1705.3.3.3. sonically tested for discontinuities behind and adjacent 170533.1 Installation of high-strength bolts: lnspec- to the welds after joint welding.Any material disconti- rion shall be as specified in Section 9 of the RCSC Sped- nuities shall be evaluated based on the criteria cabab- 199 �1 11/10/97 MON 09:31 FAX 1 401 453 2232 Z 005 ;. THE BOCA NATIONAL BUILDING CODE/1295 lished in the construction documents by the registered grouting of bonded prestressing tendons in the strucu �l design professional responsible foe the structural de- seismic-resisting system small be performed. sign. Table 1705.4.4 1705.3.3.3 Details:The special inspector shall perform an REQUIRED INSPECTIONS DURING CONCRETING inspection of the steel frame to verify compliance with the Required Inspection Reference'for criteria details shown on the approved construction documents. 1. Evaluation of concrete strength. ACI 318 Section 5.6 such as bracing.stiffening,member locations and proper except as exempted by Section application of joint details at each connection.• 1908.3.1(3)of this code. 2. Inspection for use of proper mix ACI 318 Chapter 4,Sections 1?OSA Concrete construction:The special inspections for Man- proportions and proper 5.2,5.3,5.4 and 5.8 crete elements of buildings and structures and concreting opera- mix techniques. lions shall be as required by Sections 1705.4.1 through 1705.4.7. 3. Inspection during concrete ACI 318 Sections 5.9 and 5.10 placement,for proper Exception:Special inspections shall not be required for. application techniques. for 1. Concrete footings of buildings three stories or less in 4' s specified curing maintenance of ACl 316 Sections 5.11,a.12 and 5.13 height which are fully supported on earth or rock. teeratures and techniques. 2. Nonstructural concrete slabs supported directly on the Nate a.ACI 318 Rated in Clutter 35. ground,including prestressed slabs on grade,where the effective prestress in the concrete is less than 150 psi 1705.4.6 Manufacture of precast concrete:The manufac- (0.11 kg/mm ). ture of precast concrete,as required by Section 17052,shall 3. Plain concrete foundation walls constructed in accord- be subject to a quality control program administered by an ance with Table 1812.3.2. approved agency. 4. Concrete patios,driveways and sidewalks,on grade. 1705.4.7 Erection of precast concrete:Erection of precast 1705.4.1 Materials: In the absence of sufficient data or concrete shall be inspected for compliance with the approved documentation providing evidence of conformance to quality plans and erection drawings. standards for materials in Chapter 3 of ACI 318 listed in 170SS Masonry construction:The speciel inspections listed in Chapter 35.the code official shall require testing of materials 'fable 1705.5 shall be required for masonry construction where in accordance with the appropriate standards and criteria for masonry is designed in accordance with ACI 530tASCE Sll'MS the material in Chapter 3 of ACI 318 listed in Chapter 35. Weldability of reinforcement,except that which conforms to 402 listed in Chapter ASTM A706 listed in Chapter 35, shall be determined in SPECIAL INSPECTIONS apter35. able 1705.5 MASONRY CONSTRUCTION accordance with the requirements of Section 1906.5.2 1705.4.2 Installation of reinforcing and ptotressing steel: Referenced'criteria The location and installation details of reinforcing and Inspection or test ACI 530/ ACI 530.1/ prestressing steel shall be inspected for compliance with the TMS 4025/ TMS 602 approved construction documents and ACI 318(such as Sec- Sec.2.3 tions 7.4,7.5,7.6 and 7.7)listed in 35.Weldingof 1- Material Chapter 2. Mason siren. h Sec.1.4 reinforcing of the structural seismic-resisting system shall be , . .., , inspected for buildings assigned to Seismic Performance + ,.„f:,„Irk. • . ` '.. - ., Category C,D or E,in accordance with Section 1610.1.7. ,, , " ;``; b. App ication of mortar and prod: Sec.32 1705.4.3 Formwork: Forms for concrete, if used, shall be Installation of mason units Sec.3.5 inspected for compliance with Section 6.1 of ACI 318 listed .�,•i°i,;,,,;, '' .,,1 - in Chapter 35 uuements ` ``,''` `I'On'0 o,..' . I; :y;�. ., and with any additional design req 'rot... my 1.: indicated on the approved construction documents. lnspec- during cold weather • lion of form removal and reshoring shall be conducted to (temperature below 40 degrees F) verify compliance with Section 6.2 of ACI 318 listed in or hot weather(temperature above Chapter 35. 1��r . •t::� F. , • Y ifioe )!IO' f;fl'Ir.1^:rl;''Y'ri,i 'i,�;;;Iif',Q". .,I••;,'''. '' I •.I �` --'C. 1705.4.4 Concreting operations:During placing and curing ,++�:^41.a:• ".•fi '•4 «,�,' .,r- "�:.r- .4 ': .• ' . of concrete, the special inspections listed in Table 1705.4.4 4. Inspection of welding of Note b Note b reinforcement,grouting. shall be performed. consolidation and Inspection duringreoo olidation for buildings 1705.4.5 Inspection during prestressing: assigned to Seismic Performance the application of prestressing forces shall be performed to Category C,0 or E.in accordance determine compliance with Section 18.18 of ACI 318 listed with Section 1610.1.7. in Chapter 35. Kate a.The specific standards referenced are those listed In Chapter 35. Note b.Referenced criteria not applieabk. 1705.4.5.1 Inspection during grouting: In buildings as- signed to Seismic Performance Category C. D or E, in 1705.6 Wood construction:Special inspections of the fabrica- accordance with Section 1610.1.7, inspection during the tion process of wood structural elements and assemblies shall be 200 11/10/u7 MON 09:31 FAX 1 401 453 2232 WJOOt3 STRUCTURAL TESTS AND INSPECTIONS in accordance with Section 1705.2.Special inspection is required forces from Section 1610.6.4 or by more rigorous analysis, for nailing, bolting,structural gluing or other fastening of the The special inspector shall inspect the component and verify structural seismic-resisting system of buildings assigned to Seis- that the label,anchorage or mounting conform to the antifi- mic Performance Category C.D or E.in accordance with Section cate of compliance. 161a 1.7. 1705.11.3 Component manufacturer ratification: Each 1705.7 Prepared fill:The special inspections for prepared fill manufacturer of equipment to be placed in a building assigned shall be as required by Sections 1705.7.1 through 1705.7.3.The to Seismic Performance Category E,in accordance with Sec- approved report, required by Section 1804.1, shall be used to Lion 1610.1.7,where the equipment has a performance criteria determine compliance. factor of 1.0 or 13 in accordance with Section 1610.6.4.shall 1705.7.1 Site preparation: Prior to placement of the pm- maintain an approved quality control program.Evidence of pared fill, the special inspector shall determine that the site the quality control program shall be permanently identified has been prepared in accordance with the approved report. on each piece of equipment by a label. 1705.7.2 During fill placement:During the placement and 1705.12 Sprayed cementations and mineral fiber fireresistive compaction of the fill material, the special inspector shall materials:Special inspections for sprayed cementious and min- determine that the material being used and the maximum lift eral fiber firermistive materials applied to structural elements thicknesses comply with the approved report and decks shall be in accordance with Sections 1705.12.1 through 1705.12.5.Special inspections shall be based upon the 1705.7.3 Evaluation of tn-place density:The special inspec- fireresistance design as designated in the approved construction tor shall determine, at the approved frequency, that the in- documents. place dry density of the compacted fill complies with the approved report. 1705.12.1 Structural member surface conditions:The sur- faces shall be prepared in accordance with the approved 1705.8 Pile foundations:Special inspections of pile foundations fireresistance design and the approved manufacturer's written are required as provided for in Section 1816.13 of this code. instructions.The prepared surface of all structural members 1705.9 Pier foundations:Special inspection is required for pier to be sprayed shall be inspected before the application of the foundations of buildings assigned to Seismic Performance Cate- spmYed fireresistive material. gory C,D or E,in accordance with Section 1610.1.7. 1705.12.2 Application:The substrate shall have a minimum 1705.10 Wall panels and veneers:Special inspection is requited ambient temperature before and after application as specified for exterior and interior architectural wall panels and the anchor- in the approved manufacauer's written instructions.The area ing of veneers for buildings assigned to Seismic Performance for application shall be ventilated during and after application Category E,in accordance with Section 1610.1.7. as required by the approved manufacturer's written instruc- tions. 1705.11 Me4:tanlca1 and electrical components: Mechanical and electrical components that are located in buildings assigned 1705.123 Thidmess:The thickness of the sprayed cemeati- to Seismic Performance Category E shall be inspected,tested and bons and mineral fiber fireresistive materials applied to struc- certified as requited by this section.in accordance with Section rural elements shall not be less than the thicknesses required 1610.1.7. by the approved fireresistance design. Thickness shall be determined by an approved method.Samples of the sprayed 1705.11.1 Component Inspection:Special inspection is re- cementitious and mineral fiber fireresistive materials shall be gulled for the installation of the following components where selected in accordance with Sections 1705.12.3.1 and the component has a performance criteria factor of 1.0 or 1.5 1705.12.3.2. in accordance with Section 1610.6.4. I. Equipment using combustible energy sources. 1705.123.1 Floor,roof and wall assemblies:The thick- 2. Electrical motors,transformers,switchgear unit substa- ness of the sprayed cementitious and mineral fiber fac- tions and motor control centers. resistive material applied to the underside of floor,roof and 3. Reciprocating and rotating-type machinery. wall assemblies shall be determined by taking the average 4. Piping distribution systems.3 inches and larger. of ten measurements in a 144-square-inch (0.093 mr) 5. Tanks,heat exchangers and pressure vessels. sample area, having a minimum width of 6 inches (152 1zy Component and attachment testing: cam mm),for each 1,000 square feet(93 m)of the sprayed area 705.11.2 Co p° g p°- on each floor or part thereof. nest manufacturer shall test or analyze the component and the component mounting system or anchorage for the design 1705.123.2 Structural frame members:The thickness forces in Section 1610.6.4 for those components having a of the sprayed cementitious and mineral fiber fireresistive performance criteria factor of 1.0 or 13 in accordance with material applied to structural members shall be determined Section 1610.6.4.The manufacturer shall submit a certificate by taking nine measurements at a single cross section for of compliance for review and acceptance by the registered structural frame beams or girders,seven measurements at design professional responsible for the design, and for ap- a single cross section for joists and busses and twelve proval by the code official.The basis of certification shall be measurements at single cross section for columns.Thick- by test on a shaking table,by three-dimensional shock tests, ness testing shall be performed on 25 percent of the struc- by an analytical method using dynamic characteristics and tural members on each floor. 201 11/10/v/ MON 09:32 FAX 1 401 453 2232 2007 THE:BOCA NATIONAL BUILDING CODE/1996 1705.12.4 Density:The density of the sprayed cementitious where proposed construction design method does not comply and mineral fiber fireresistive material shall not be less than with the applicable material design standard listed in Chapter 35. the density specified in the approved finnesistance design. the system of construction or the structural unit and the connec- Density of the sprayed cemcntitious and mineral fiber fire- tions shall be subjected to the tests prescribed in Section 1710.0. resistive material shall be determined by an approved method The code official shall accept certified reports of such teas at the frequency specified in Sections 1705.12.3.1 and conducted by an approved testing agency, provided that such 17053.1 tests meet the requirements of this code and approved proce- 1705.125 Bond strength: The cohesive/adhesive bond dares. strength of the cured sprayed c emeadtious and mineral fiber SECTION 1709.0 IN-SITU LOAD TESTS firetesi tive material applied to structural elements shall not be less than the cohesive/adhesive bond strength specified in 1709.1 General:Whenever there is a reasonable doubt as to the the approved fireresistance design. The cohesive/adhesive stability or loadbearing capacity of a completed building,strut- bond strength shall be determined by taking samples of the tore or portion thereof for the expected loads, an engineering sprayed cementitious and mineral fiber fireresistive material assessment shall be required.The engineering assessment shall as specified in Sections 1705.123.1 and 1705.12.32. involve either a structural analysis or an in-situ load test,or both. 1705.13 Exterior insulation and finish systems(EIF'S):Spe- The structural analysis shall be based upon actual material prop- cial inspections are required for field application of EIFS and cities and other as-built conditions which affect stability or prefabricated SIPS panels(see Section 1405.8). loadbearing capacity,and shall be conducted in accordance with 1705.14 Special cases:Special inspections shall be required for the applicable design standard listed in Chapter 35.If the struc- lP� p�� � i meal assessment determines that the loadbearing capacity is less proposed work which is, in the opinion of the code official, than that required by the code,load tests shall be conducted in unusual in its nature,such as: accordance with Section 1709.2. If the building, structure or 1. Construction of materials and systems which are alterne portion thereof is found to have inadequate stability or ioadbear fives to materials and systems prescribed by this code. ing capacity for the expected loads, modifications to ensure 2. Unusual design applications of materials described in this structural adequacy or the removal of the inadequate construe- code. Lion shall be required. 3. Materials and systems required to be installed in accord- ance with additional manufacturer's instructions that pre- 1709.2 Test standards:All structural components and assem- scribe requirements not contained in this code or in blies shall be tested in accordance with the appropriate material standards referenced by this code, standards listed in Chapter 35.In the absence of a standard listed in Chapter 35 that contains an applicable load test procedure.the SECTION 1708.0 DESIGN STRENGTHS OF MATERIALS test procedure shall be developed by a registered design pnfes- 1706.1 Conformance to standards:The design strengths and sionai and approved.The test procedure shall simulate the loads and conditions of application that the completed structure or permissible stresses of any structural material that is identified pion thereof will be subjected to in normal use. by a manufacturer's designation as to manufacture and grade by mill tests,or the strength and stress grade is otherwise confirmed 1709.3 In-situ load tests:All in-situ load tests shall be conducted to the satisfaction of the code official, shall conform to the in accordance with Section 1709.3.1 or 1709.3.2 and shall be specifications and methods of design of accepted engineering supervised by a registered design professional. The test shall practice or the approved rules in the absence of applicable simulate the applicable loading conditions specified in Chapter Chapter standards. 16 as necessary to address the concerns regarding structural 1706.2 New materials:For materials which are not specifically provided for in this code,the design strengths and permissible stability of the building,structure or portion thereof. 1709.3.1 Load test procedure specified:Where a standard stresses shall be established by tests as provided for in Sections listed in Chapter 35 contains an applicable load test procedure 1708.0 and 1709.0. and acceptance criteria, the test procedure and acceptance SECTION 1707.0 ALTERNATIVE TEST PROCEDURE criteria in the standard shall apply.In the absence of specific load factors or acceptance criteria,the load factors and accep- 1707.1 General: In the absence of approved rules or other tance criteria in Section 1709.3.2 shall apply. approved standards,the code official shall make,or cause to be 1709.3.2 Load test procedure not specified:In the absence made,the necessary tests and investigations;or the code official of applicable load test procedures contained within a standard shall accept duly authenticated reports from approved agencies referenced by this code or acceptance criteria for a specific in respect to the quality and manner of use of new materials or assemblies as provided for in Section 106.0.The cost of all tests material or method of construction. such existing structure andshall be subjected to a test load equal to two times the design other investigations required under the provisions of this load. The test load shall be left in place for a period of 24 code shall be borne by the permit applicant. hours.The structure shall be considered to have met success- SECTION 1706.0 TEST SAFE LOAD fully the test requirements if all of the following criteria are satisfied: 1708.1 Where required: Where proposed construction is not 1. Under the design load,the deflection shall not exceed capable of being designed by approved engineering analysis,or the limitations specified in Section 1604.5; 202 11/10/17 MON 09:33 FAX 1 401 453 2232 Q008 STRUCTURAL TESTS AND INSPECTIONS 2. Within 24 hours after removal of the test load, the without window framing.The test load shall include all design structure shall have recovered not less than 75 percent load components. of the maximum deflection;and 1710.3711stspedmeas:All test spncimens and construction shall 3. During and immediately after the test, the structure be representative of the materials. workmanship and details shall not show evidence of failure. normally used in practice.The propaties of the materials used SECTION 1710.0'RECONSTRUCTION LOAD TESTS to construct the test assembly shall be determined on the basis of tests on samples taken from the load test assembly or on re se- 1710.1 General:In evaluating the physical properties of mate- sentative samples of the materials used to construct the load test rials and methods of construction which are not capable of being assembly.All required tests shall be conducted or witnessed by designed by approved engineering analysis or which do not an approved agency.Wa11 and partition assanblies shall be tested comply with the applicable material design standards listed in both with and without door and window framing. Chapter 35,the structural adequacy shall be predetermined based on the load test criteria established by Sections 1710.2 through 1710.5. 1710.2 Load test procedures spedfled:Where specific load test procedures,load factors and acceptance criteria are included in the applicable design standards listed in Chapter 35, such test procedures.load factors and acceptance criteria shall apply.In the absence of specific test procedures,load factors or accept- ance criteria. the corresponding provisions in Section 1710.3 shall apply. 17103 Load test procedures not apedfed: Where load test procedures are not specified in the applicable design standards listed in Chapter 35.the loadbearing capacity of structural com- ponents and assemblies shall be determined on the basis of load tests conducted in accordance with Sections 1710.3.1 and 1710.3.2.Load tests shall simulate all of the applicable loading conditions specified in Chapter 16. 1710.3.1 Test procedure: The test assembly shall be sub- jected to an increasing superimposed load equal to not less than two times the superimposed design load.The test load shall be left in place for a period of 24 hours. The tested assembly shall be considered to have met successfully the test requirements if the assembly recovers not less than 75 percent of the maximum deflection within 24 hours after the removal of the test load.The test assembly shall then be reloaded and subjected to an increasing superimposed load until either structural failure occurs or the superimposed load is equal to two and one-half times the load at which the deflection limitations specified in Section 17103.2 were reached,or the load is equal to two and one-half times the superimposed design load.In the case of structural components and assem- blies for which deflection limitations are not specified in Section 1710.3.2,the test specimen shall be subjected to an increasing superimposed load until structural failure occurs or the load is equal to two and one-half times the desired superimposed design load.The allowable superimposed de- sign load shall be taken as the lesser of: • I. The load at the deflection limitation given by Section 1710.3.2; 2. The failure load divided by 2.5;or 3. The maximum load applied divided by 2.5. 1710.3.2 Deflection: The deflection of structural members under the design load shall not exceed the limitations in Section 1604.5. 1710.4 Wall and partition assemblies: Loadbearing wall and partition assemblies shall sustain the test load both with and • 203 Concrete Cylinder Test Result CF-11 ma Briggs Engineering & Testing PROJECT: �X�/ 'C BRIGGS .ep, Ne9dou9ef*,'5 �----------- A Division of PK Associates, Inc. PROJECT#: ?99 3Date• 7/-//- 9,7 Client:Cement Brand or Class: Approved Mix Design Location: Fvndiq /e,-) wgl/oz .L/'7e „—Mix proportions tj,,,t.'' ,2 j 6-A4("S (by Wt ) 1 cubic yard Amount Cement lbs. �� _Ticket No.:�.70/C5 Batch Time: 960 Ii)1 FineJ /Aggregate lbs. Strength Delivered: 3.()d Coarse Aggregate lbs. Strength Required: .3G0(7 Water Gals. ti/19 Set No.: T Time of Test:/O3') Water Reducing oz. Truck No.: 3o Load #.: Air Entraining oz. Number of Cyl.: 'I C.A. Size: - Other oz. . Slump y '` Air Content , 3 ASTM C-143 — ASTM C-231/C-173 Field-:Unit Weight pcf-: .-Target:' ...:: ... ... .. ..Concrete.Temp.:53:.o:.-. Air-Temp.: U --- ASTM C-i138 i ASTM C-1064 � Remarks: Contractor and , 5 By whom prepared: /3/.iAe-) oo,` Pi2 producer :510'are both responsible 11 1 �, Concrete Source Ei ,�h,7$,n f 6 ' a 1 for added water as.per ASTM 70 cf°wate 5 General Contractor ' k SCE„ 6', addedso ti ,_x . ... C-94: Discharge time limit 00�5 35 Storage Location://�'p roRms5 min. max. 90 min. or 300 revolutions. 4 Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39L A ///g-�7 -MAY ‘,f " i,2 00 2 ,26" /�/0 87 77.3 3170b. 13 /7_,,_97 2 /-1t o ln5 . ' 9-f40 ) C /Z-it-97 ._ A1D 8 /73, 703 -13go , ) b 1z/6-P /1/,/ 428, 3-* 1540 ;. _ ..,:.;..:1.,(),..:, r ALL TESTS CJMPL'°f!D '; ; :.y'",:.s "+'.' --,4.i 1. '0 Y ,{ ,.. x,., ,+.- .7.. ,.F �,q r - 3 _ i T Approved: Concrete Cylinder Test Result CF-11 mi a� Briggs Engineering & Testing PROJECT: Eke GO BRIGGS A Division of PK Associates, Inc. PROJECT#: rTh 63 Date: 11- Client: SRN C-ntj Cement Brand or Class: Approved Mix Design Location: t-oo-c-t v19 C-CI 1-r G- (I Mix proportions 1 -A i -f-jj 11 (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.:02200 G, 1--/ Batch Time: /a0-0 Fine Aggregate lbs. Strength Delivered: Coarse Aggregate lbs. Strength Required: Water Gals. Set No.: / Time of Test: /CD Water Reducing oz. Truck No.: /V),,j/ Load #.: / Air Entraining oz. Number of Cyl.: 4 C.A. Size: 3/4 - Other oz. Slump 41 / Air Content ASTM C-143 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: O Air Temp.: -tj ASTM C-138 ASTM C-1064 Remarks: Contractor and By whom prepared: OCtJCR.l producer are both responsible :1 S lU 1 Concrete Source: E (2 \)e, S G 5 Gals. 20 ,• for added water as per ASTM 70 of water 25 General Contractor C°,cPra t i5 added 30 C-94. Discharge time limit 9D5535 Storage Location: min. max. 40 90 min. or 300 revolutions. 9D4 Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Wei ht As Received: pcf Specimen Date Age Dia. Height . Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) 3A ii/y/'r 7DAy 6 6 12`. A.).6 /'-/2.9 g9/3?/ 3,1,0 R. 1vs/q) ,2- I13. 4 /213g5' 9,2.60 n ( I ALLTESTSCJL i 'sy 1174 0(z(e.lb 1 Approved: &iv'. & 1 ...., Concrete Cylinder Test Result CF-11 NA Ni Briggs Engineering & Testing PROJECT: �,Q4a f (,o,ep, /yegday9eie c BRIGGS A Division of PK Associates, Inc. PROJECT#: ?)'/ 3 Date: (/yY- 9 . Client: Cement Brand or Class: Approved Mix Design Location: /d v-qq/;e,, w, //On S/"Je Mix proportions PPi.w/ n 7 l;4'5 (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.: �.70/�j Batch Time: 966 1)}4s t> Fine Aggregate lbs. Strength Delivered: 3dd O - Coarse Aggregate lbs. Strength Required: 3G00 Water Gals. N9 Set No.: T Time of Test:/O_x) Water Reducing oz. Truck No.: 3O Load #.: Air Entraining oz. Number of Cyl.: 7 C.A. Size: .. - Other oz. Slump 3 '` Air Content (, 3 1 ASTM C-143 // ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.:�� /� o Air Temp.: :0 ASTM C-138 ASTM C-1064 Remarks:� Contractor and .. • . - - 9iD 5 By whom prepared: L c/gr) Coo9Pee . . _ producer are both-responsible - 5' -Gals. 1 �, Concrete Source: ; � fG,eael -- . . I for added water as per ASTM 70 -of wate " 5 - General Contractor I( SCA.,/62 ._... ....-- -- is added 30 C-94. Discharge time limit 60 35 Storage Location:M9z ,,Q,,,5 min. •- max. 90 min. or 300 revolutions. sS�dSdO Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) (sq. in.) pcf LBS. ' Strength PSI (ASTM C-39) AA //-h-47 -MAY �. " /2.00" 26,26" /--(r 0 S? 7Z> > i7o D' p I6 I7 2,6 I / 1/0 /25; 537 1-ti-0 ) C /1-It-'7 z AO 8 /73, 703 '138o ) _. .. . . .ALL TESTS COMPLETED-- - -- . .. . . __ . . . _ • viiii-. Approved: Concrete Cylinder Test Result CF-11 miL Briggs Engineering & Testing PROJECT: Exce BRIGGS A Division of PK Associates, Inc. PROJECT#: -� Illiiiiiii/ `7�1�3 Date: 1 l'7 Client: �A ivce)`V Cement Brand or Class: Approved Mix Design Location: FOa4 t rl 1 C -CI 1-0 G- II Mix proportions 1 (�-1 I 4 - 11 (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.:(g7cC0 C. Batch Time: /&OO 1 I Fine Aggregate lbs. Strength Delivered: .Coarse Aggregate lbs. Strength Required: , Water Gals. Set No.: / Time of Test: (da Water Reducing oz. Truck No.: TY)-7/ Load #.:'/ Air Entraining oz. Number of Cyl.: 4 C.A. Size: 341 - Other oz. Slump 161-1 Air Content 5 ASTM C-143 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: 0 Air Temp.: 40b ASTM C-138 ASTM C-1064 Remarks: Contractor and By whom prepared: Oct) \ ZI producer are both responsible :i•5 10 '[ Ga1 1 Concrete Source: RAM- S$ c, for added water as per ASTM 70 of water,20 General Contractor Cp1 i5 added_ 30 C-94. Discharge time limit 60 35 Storage Location: min. max. 90 min. or 300 revolutions., ;- .I ... .: Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) 3 A 1047 r7 7DAv , 6 6 ix' v t x /112.9 8'9,371 3116 0 Q Jos/4, ). I I 113. 4 /2o/ 385" -1,2.6 o G J J /13. o /26; 66 8 -1,1 Fo I'�3.I I o l��,g63 �� 5(0 ALL TESTS C +:r L_i . 9 Approved: . -PIN.Iiiiiii CONCRETE PLACEMENT INSPECTION BRIGGS Briggs Engineering & Testing PROJECT: EXCEL CORP. A Division of PK Associates, Inc. PROJECT#: 72463 INSPECTOR: Scott Grieve ARR.TIME: JOB HRS.: 7.5 DATE: 12/19/97 CODE: C26 TEMP.: H L 42° WIND: H L X HUMID.: H L X SUNNY X CLOUDY Concrete Source: Byrne Sand & Gravel General Contractor: J.K. Scanlan Storage Location: Curing Box: Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X • Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 Limits Time Limits X ' 1-1/2 hrs. max. , Temperature .- ... X 50-90° F • _Slump X , 4" ± 1 '' Mixing..._ X..... 70-300 .Rev. . Air content- -_ --..X 5 ±: 1 %- _. Density , X ± 3 pc f......, _ Location: i Slab 'on `grade -- .c> to- E line' 2:3 1 i ne_ to..6 7.`'l.i ne. ..__- ---..---- .. '"_.._ ___ _ -- ._ Remarks: - 'All samples were taken at the end.of pump.hose. I notified Art Bartlett of'a11 test results and that load 2, 3, 4 and 5 went over the 90 min. . time .1imit. - Method of placement: Chute Pump X Other Load Arr. Truck No. of Mix Conc. Slump -Air Air Conc. Conc. CA Cyl. Set Gals. Unit 1 No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) (°F) - (°F) Deliv. Required water (pcf) 1 7:44 31 11.5 80 ' '- 3000 3000 3/4 15 2 8:07 28 11.5 100 75° 4 5.3 40° 3000 3000 3/4 4 1 20 3 w_ 8:22 _ 16 11 100 300(1 3000 . 3/4 • 4 8`:49 15 ;11 99 :_ 3 _ : -.. .. :.'• , 3000 ` 3000 3/4 1 5----- 9:05....'21__ 11 - 106..._. 3000. - -.3000. _3/4 _-....._......_..._._... 20_ u_.. :. 6 i''10':.36 16 :4`--, 75= -`•{• 75° • 4 -5.2 ‘41° - -3000 ' '3000 3/4 4 2 10 . 9 10 / Approved: . ' V/ PIN.1.11.1. Concrete Cylinder Test Result CF-11IGBriggs Engineering & Testing PROJECT; BRIGGS . "..)4.c6-c. Cozy Visisic...." A Division of PK Associates, Inc. PROJECT#: ' y63 Date: 11-02/- Client: •K sc.AnfLk4 Cement Brand or Class: Approved Mix Design Location: �o�xS n,v /� L/ivs Mix proportions I— / ' Z.try€ (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.:4 70 a 26 Batch Time: /a, c,/S' Fine Aggregate lbs. Strength Delivered: Rooa Coarse Aggregate lbs. _ Strength Required: 'coo Water Sak. Set No.: / Time of Test: l.`V/5-- Water Reducing oz. Truck No.: 30 Load #.: / Air Entraining oz. Number of Cyl.: C.A. Size: /,,- Other oz. Slump Air Content 4!! ASTM C-143 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: ° Air Temp.: ASTM C-138 ASTM C-1064 ' G o Remarks: Contractor and By whom prepared: ,;, y;_,e_io-,is CO 5 producer are both responsible :1•5 t0 51 Concrete Source: g//eive 5;-o for added water as per ASTM 70 of water 25 General Contractor - ,4„ 5,-,,9,,.JL,II.,u i5 added 30 C-94. Discharge time limit 605550 5 �35 Storage Location: min. max. 90 min. or 300 revolutions. 90d Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) ._(sq. in.) , pcf LBS. Strength PSI, (ASTM C-39) 5.k !I-2 - 1t '1 G.O04" _ j2.cC 781C /Io,a 63, 7ii 2250 C— I r I2-6°l . 2A , _ /-41.3 //Z375 39P•i4 .b I C /2-i€-q7 , zf, , /40 4 _`/o,9g0 530 J )2441 /¢0.� //3454 -1076 b . — i ALL _ • / - l'ittili_ Approved: . __ . ♦♦ � Concrete Cylinder Test Result CF-11 _&LI.e` IBRIGGS Briggs Engineering & Testing PROJECT: ,c),cE� Cc,e,o \,_ti A Division of PK Associates, Inc. PROJECT#: ?0 L j 3 f Date: /72- /9_5,7 Client: -3-:k. 5„,.,tiL,1,1, Cement Brand or Class: Approved Mix Design Location: C. To Lim Mix proportions Lf To 6, 7 L/AvE (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.: c 7c7 5 7 r Batch Time: /G.'ao _ Fine Aggregate lbs. Strength Delivered: 3OG 6!Coarse Aggregate lbs. Strength Required: 340 eJ Water Gals. Set No.: oZ Time of Test: //;DO Water Reducing oz. Truck No.: /4 Load #.: ea Air Entraining oz. Number of Cyi.: 4/ C.A. Size: 34 - Other oz. Slump Air Content SoZ ASTM C-143 ' ASTM C-231/C-173 Field ASTM C�t Weight pcf Target: Concrete Temp.: Air Temp.: ASTM C-1064 7S.. Remarks: Contractor and 5�� By whom prepared: 5coiT- C,e/ u,e : coproducer are both responsible :1 1 Concrete Source: r9y,e,A,E .',r-6 for added water asASTM ofCwat per water � added 25 General Contractor S,fc $corvLrgiv AiEgt-r-7-0 C-94. Discharge time limit 80 �3 5 Storage Location: t E,Q 3 min. max. SS 90 min. or 300 revolutions. �4 Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Wei ht As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) (sc. in.) pcf LBS. Strength PSI (ASTM C-39) 7A 1./Zhh7 7D,4 ) C, _ i2 2g.2(a I1-IS.3 /dogRO 350n S tfIi6/s8 7 R 14y S . 17 1/_t6f /3 ` v V V ILiL1 .3 _! . • I Approved: 11—dit:#777.- gS Concrete Cylinder Test Result CF-11 PROJECT: (BRIGGSI Briggs Engineering & Testing 1=xcs�.. Coen I �-^� A Division of PK Associates, Inc. PROJECT#: 7P-96 Date: /a-/F- F7 Client: SK ScA.�L,9w Cement Brand or Class: Approved Mix Design Location: C Ta E z. vF Mix proportions �. 3 �a y Line (by Wt ) 1 cubic yard Amount Cement lbs. . Ticket No.: c: 7c'S + 7 f oZ Batch Time: 7:aZc Fine Aggregate lbs. Au6,14.1„1e.- Strength Delivered: Coarse Aggregate lbs. Strength Required: 3coo Water Gals. Set No.: / Time of Test: 7:36 Water Reducing oz. Truck No.: cz2 e Load #.: vZ Air Entraining oz. Number of Cyi.: y C.A. Size: � - Other oz. Slump Air Content S 3 ASTM C-143 '7 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: ASTM C-138 ASTM C-1064 `7S 4/0 Remarks: Contractor and By whom prepared: Se.zir ee,Eu s producer are both responsible :1 5 1y Concrete Source: £QyevE Gals. •1 for added water as per ASTM 70 of water 25 General Contractor ' fc. Sc .Li nJ added 30 ,vExr To Sedqg C-94. Discharge time limit 805.5504 ps 50� 4035 Storage Location: c t.vot,c co.,E, . min. max. 90 min. or 300 revolutions. Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight:_ _ pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) 6,A /2-26-97 hhM 4 12 2$•26 , % 1O.9 _ /e Z 3O 3 /-is-98 29 /4'O. S _ f C %.Ib•SS t _ iyDe 8I v• Approved: 5S• f Soils Inspection = d PROJECT: BRIGGS Briggs Engineering & Testing EXCEL CORP. . A Division of PK Associates, Inc. PROJECT#: 72463 INSPECTOR: Donald Concheri EMP.#: 326 REPORT#: DATE: 12/18/97 CODE: S26 ARR.TIME: 12:00 pm JOB HRS.: 4 T.T.: MILEAGE: TEMP.: H L X WIND: H L X HUMID.: H L X SUNNYX CLOUDY Briggs Engineering and Testing field engineers took in place density tests. In place density was determined in accordance with ASTM D-2922 and D-3017 for comparison to the laboratory determined maximum density at optimum moisture in accordance with ASTM D-1557 and/or D698. Location: Slab on grade area • Remarks: The area was compacted prior to my arrival . There were three areas that had low readings. These areas were recompacted and tested. All areas were approved for 95% or above. Art Bartlett was notified of all results. Technician: Donald Concheri Approved _ AtIrP: 1 "i 1-61?—e71—?9e2 BR I GGS ENG I NEER I NG 44e PG 3 :CEP 27' 9? 10: 59_+ i Soils Compaction Report ' millirithi -1 BRIC3O9 Briggs Engineering & Testing Excel �� A Division of PK Associates, Inc. PRO.IiCD'#m 7�t.4(0 .- INSPECTOR:£b,v ..D ancIi2; EMP.#: `3a4, REPORT.: DATE /. -/R'97 CODE S- , ARR.TIME: LLD 0 'JOB HRS.: t.4 'Li.: MILEAGE TEMP.: H I WIND: H CO HUMID.: H 5 CLOUDY Maximum Dry Density: '130 .2 Optimum Moisture Content: Co•0 ,c • Method of Testing ( Check One) : Sand Cone Nuclear Densorneter '/ r — , r Test Location Estimated Elevation Test Ftesuttttl Req. Min. Moisture Optimum N. Area.Tested %Comp. % Comp. Content Moisture% 306)063123g11C15% 4.5 <v•0 a cR•9 5.a ,-{ lob I . Is ) 7 - li • q9_ 1111111 -- ib q6,4 (0•I t 3 97- 7.0 tc 99 / Ra• bt [ II q$ , Tests not meeting requirements: ,Who notified: Ate-7- 15 A XLe i Recommendations: Remarks: Pic i i de.$-I- SS-e.C) PgGZ qtS��� tS T2 A(0 kPGoc sL- VjLue - — Technician: Q4 Q n Approved ----1,1(Z/d---. - . �, r 0,1 CONCRETE PLACEMENT INSPECTION BRIGGS Briggs Engineering & Testing PROJECT: EXCEL CORP. A Division of PK Associates, Inc. PROJECT#: 72463 INSPECTOR: Scott Grieve ARR.TIME: JOB HRS.: 7.5 DATE: 12/19/97 CODE: C26 TEMP.: ,H L 42° WIND: H L X HUMID.: H L X • SUNNY X CLOUDY _ Concrete Source: Byrne Sand & Gravel General Contractor. J.K. Scanlan Storage Location: Curing Box: Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: • Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X - Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 Limits Time Limits X 1-1/2 hrs. max. Temperature X 50-90° F .. Slump X 4° ± 1 " Mixing X 70-300 Rev. - - Air content X 5 ± 1 % Density X ± 3 p.c.f.__ .--._ Location: Slab on grade c to E line 2.3 line to 6.7 line Remarks: All samples were taken at the end of pump hose. I notified Art Bartlett of all test results and that load 2, 3, 4 and 5 went over the 90 min. time limit. Method of placement: Chute Pump X Other Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight 1 (min.) (°F) (°F) Deliv. Required water (pcf) 1 7:44 31 11.5 80 3000 3000 3/4 15 2 8:07 28 11.5 100 75° 4 5.3 40° 3000 3000 3/4 4 1 20 3 8:22 16 11 100 1 3000 3000 3/4 20 4 8:49 15 11 99 3000 3000 3/4 15 - • - 5 9:05 21 11 106 1 3000 3000 3/4 - - 20 -. 6 10:36 16 4 75 75° 4 5.2 41° 3000 3000 3/4 4 2 10 7 8 . 9 10 _ Approved: J ♦ � Concrete Cylinder Test Result CF-11 , �LJIYi�� 1 1 B R I G G S l Briggs Engineering & Testing PROJECT: x cge_ Co �— A Division of PK Associates, Inc. PROJECT#:'�yL.3 Date: /J-02/- , Client: ,c. s',.,q wLk Cement Brand or Class: Approved Mix Design Location: 0;;,v SS 64., Jr' z_iN,, Mix proportions /— /6 Girvt; (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No. 70 2J6 Batch Time: /02w5" Fine Aggregate lbs. .Strength Delivered: ? coa , 1. Coarse Aggregate lbs. Strength Required: a000 Water Gals. Set No.: / Time of Test: /.' " Water Reducing oz. Truck No.: 32 Load #.: / Air Entraining oz. Number of Cyi.: / C.A. Size: yy. Other oz. Slump Air Content 4% ASTM C-143 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: ° Air Temp.: ASTM C-138 ASTM C-1064 'S �G G 1 Remarks: Contractor and By whom prepared: 5677 �-.e -us producer are both responsible :,.5 9Q 5 101 Concrete Source: QQ „e.NE ST- 4 5 Gals. 20 y for added water as per ASTM 70 of water 25 General Contractor 5 .. S-,:,9„J4/4 v i5 added 30 C-94. Discharge time limit 6055 4035 Storage Location: min. max. 90 min. or 300 revolutions. �d Curing Box: Curing Temp. F' CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Dar Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested , at test (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) 5 1I-2$5T •11)Ay G.00 2-CO" 7 g.26`, /4?L 63, 111 2 250 b iz-r9 q /4/.3 // ,375 9 8o b 1 C l2-IY-97 if,) . /40.4 //0,9E2,0 13530 J 12-643 ZR /40. //3,454 �oio b Approved: / 0• � �d f Crete C er s sult CF-11 •Alli BRIGGS Briggs Engineering & Testing PR ECT•` atx&16,e , Ne C�u9:Pf-.i5 A Division of PK Associates, Inc. PR T#: ? 1-7/6 5 e: 7/-//- ..\1111— •-----/ Client:Cement Brand or Class: Approved Mix Design Location: Furalq icy 1{.,06,4 s/,>2c Mix proportions Pe'71-wP',? /9 /,,es (by Wt ) 1 cubic yard Amount Cement lbs. �/I �/�1 Ticket No.: �70/ Batch Time: 96C% Fine Aggregate lbs. / " ✓ / Strength Delivered: .3�d D 9 — Coarse Aggregate lbs. Strength Required: 3 p Water Gals. 1 Set No.: Time of Test:/6 Water Reducing oz. 1 Truck No.: 30 Load #.: c _ Air Entraining oz. Number of Cyl.: 7 C.A. Size: .- Other oz. Slump 3 '` Air Content , 3 ASTM C-143 �// ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: —' o Air Temp.: Lk 0 ASTM C-138 _ASTM C-1064 / Remarks: Contractor and _ 5 By whom prepared: 13ciAn �oopPe to � 6,e��/ producer are both responsible 51'S Gals ��, Concrete Source: ,(.7< <�n;� Sp„ ll f for added water as per ASTM 70 of wate 25 General Contractor ju SLA„k-7 is added added 30 C-94. Discharge time limit eo55 d035 Storage Location: 92k ,s min. max. 90 min. or 300 revolutions. 9�d Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test , (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) 4A /M-97 7DAY A.C6 "_iz.00" 2f;,26" /-(/D S y 7Z> ?170 D B i7-A f7 2,5 / I/o C it-g-57 ze1 l-WO.0 1) , izh-97 f 71/, / Approved: A tatitt . -4f Concrete Cylinder Test Result CF-11 ,16"N.Iiiiiiii �` `'? - PROJECT: ,� sria si-En�:neerin; & Testing ,�'x cge. Caz,0 BRIGGS : -_ __ f) A Divi Jv of PK Associates, Inc. PROJECT#:��y(� Date: fj-vZ/-`j_'7 .ill DEC 9 Client: Z,< sc.,,,N, Cement Brand or Class: Approved.Mix Design Location: ,'a c el" j c.iv,5 Mix proportions I— /6 G;N/Z (by Wt ) 1 cubic yard Amount cement lbs. ,Ticket No.: 70, 7p Batch Time: /a•'yr - =ine Aggregate lbs. Strength Delivered: ' coo �oarse Aggregate lbs. !Strength Required: ?c�0 I Vater C-k ,Set No.: / Time of Test: /.'9$ Vater Reducing oz. Truck No.: 3G Load #.: / •.ir Entraining oz. Number of Cyl.: / C.A. Size: �l/- 1 )ther oz. Slump Air Content 4% ASTM C-143 ASTM C-231/C-173 geld Unit Weight pcf Target: Concrete Temp.: ° Air Temp.: STM C-138 ASTM C-1064 `� 5 6 6 'emarks: Contractor and By whom prepared: SS�27 l...e.fGuo -oducer are both responsible 935 101 Concrete Source: R y,e vE s - Gals. ZO:r added water as per ASTM 70 of water 25 General Contractor z- ,<, S- ,v ,v 1 I added -94. Discharge time limit 63 50 Storage Location: min. max. sSSO do 3 min. or 300 revolutions. Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 3 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Jecimen . Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture `lumber Tested at test (in.) (in.) (sa. in.) pcf LBS. Strength PSI (ASTM C-39) 54\ I -2 7 TD+>y 6.00' i2-00' ,7A.26 ' I /4(0.P) 63, 1I/ 22.50 b /2-Ii q5- 2A . . . ' I /41.3 _ C. f. i2-r-q7 z I /-0.4 J 12-647 2. /¢o. • I • /17447Z1*/ . • Approved: 1 • Concrete Cylinder Test Result CF-11 1 �� Briggs Engineering & Testing PROJECT: t kc e,I Coy;{' BRIGGS A Division of PK Associates, Inc. PROJECT#: 4 Date: l 3i 9'7 Client: atir�t. Cement Brand or Class: Approved Mix Design Location: G F T;46 Mix proportions fir✓ ZE L c N G-TE-1 (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.: g9i9 Batch Time: [35 Fine Aggregate lbs. Strength Delivered: 3000 Coarse Aggregate lbs. Strength Required: 3 p Water Gals. Set No.: a ,Time of Test: .2.4.5 Water Reducing oz. Truck No.: P1 -Q1 Load #.: 4 Air Entraining oz. Number of Cyl.: y C.A. Size: �4 - Other oz. Slump 71� Air Content 50 ASTM C-143 a ASTM2: C-173 Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: ASTM C-138 ASTM C-1064 • Remarks: Contractor and By whom prepared: pots conc,t-Fe producer are both responsible :i'S 5 101 Concrete Source: t3.t 2r.t-e so-, 5 Gals. 20 for added water as per ASTM 70 of water 25 General Contractor w, ;5 added 30 C-94. Discharge time limit 6055 4035 Storage Location: min. max. 90 min. or 300 revolutions. 604 Curing Box: ./ Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test , (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) 2A //-7-97 7bk/ (.0)" /2.00 1.8.Z6``, /4/.11 77, /3O 25.50 3 //Z -97 2 /1/. $ 1fit 436 4O5o c-- /i-z 07 zb /4/. 2 , 995 4670 b 4�z -�7 a /¢l, / //62S2- 4110 A.L TESTS COMPLETED Approved: 141/17 T Concrete Cylinder Test Result CF-11 amil Briggs Engineering & Testing PROJECT: 'K(e P BRIGGS ti A Division of PK Associates, Inc. PROJECT#:r y�-3 Ttate:........\4:0...._ Client: �K �cANLoc� Cement Brand or Class: Approved Mix Design Location: A U.n e ) FOOT!KICK I Mix proportions J/Yri Ee L Cr'TJ-) (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.: ,)(.i et I5 Batch Time: }(1,tS Fine Aggregate lbs. Strength Delivered: 3oeo _ Coarse Aggregate lbs. Strength Required: 3aoo Water ,_ Gals. Set No.: t Time of Test: 'I l 5 Water Reducing oz. Truck No.: h'1-30 Load #.: i 1 Air Entraining oz. Number of Cyl.: U C.A. Size: 3/4 - Other oz. Slump Air Content 5 ASTM C-143 634 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: o Air Temp.: o ASTM C-138 ASTM C-1064 S7 Remarks: Contractor and By whom prepared:oo N o of,c lea producer are both responsible :-i•5 5 10 1 Concrete Source: R4erN e S 4--� 5 Gals. 20 for added water as per ASTM 70 of water 25 General Contractors S )4. 51-o ;5 added 30 C-94. Discharge time limit 6055 35 Storage Location: min. max. 40 90 min. or 300 revolutions. �d Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen) Date Age Dia. Height Area I Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) /A //7-97 --/Di1/4.y 6.c6.` iz " 28.zC /4/k � GC, Z65' 2s i0 8 //ZZ 97 zs /4Z-Z 7c6,/8 S 3760 D C lizeq7 20 ( 1 . 1 /121 jo913 72 50 70 I) //-Z -97 2g /i2-S /off,266 37&O I ALL TESTS COMPLETED Approved: A/Zi1 r eheie Concrete Cylinder Test Result CF-11 mi A PROJECT. r S R I G G S I Briggs Engineering & Testing : f,t E 1_ Co,e,o _ A Division of PK Associates, Inc. PROJECT#: 7�&/ 3 J Date: /oZ- / 7 Client: .k. S ,gn,LA,v Cement Brand or Class: Approved Mix Design Location: C. 7 o ,E L1# r Mix proportions y To 6, 7 e-bve (by Wt ) 1 cubic yard Amount :ement lbs. Ticket No.: .7o 5-7r Batch Time: /O,00 =ine Aggregate lbs. Strength Delivered: 34a 0 7:oarse Aggregate lbs. ,Strength Required: 300 6 Nater flak. Set No.: oZ Time of Test: //:00 Hater Reducing oz. Truck No.: /6 Load #.: fir Entraining oz. Number of Cyi.: y C.A. Size: 34- )ther oz. Slump y Air Content 6 0Z ASTM C-143 ASTM C-231/C-173 ield STM CUnit t Weight pcf Target: Concrete Temp.: . Air Temp.: ASTM C-1064 7 S remarks: Contractor and By whom prepared: 5coT C-A./ v,E ' 9350 roducer are both responsible :1 Gals 1 Concrete Source: 2ygAie S-7.-6 )r added water as per ASTM 70 of water 25 General Contractor S,/< S'c uvLr4iv added NT s 04 70 Lica -94. Discharge time limit gpSS 403 5 Storage Location: c,wvade Cove a min. max. '3 min. or 300 revolutions. 9344035 ]d Curing Box: Curing Temp. P CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 3 Day Air Dry Unit Weight: pcf Unit Wei ht As Received: _ pcf oecimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture lumber Tested , at test (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) 7A /Zh/17 7)141j i2 'g.2 IyS . /06YtRa 356,n , 1 3 [fhb/58I 2 R _ iffy I ; jli.�l'S 1 ►�s. 7 I I D .Ll6/q v V V V I L141.3 I I I I . . I I I Approved: -14 ,4 ♦ � Concrete Cylinder Test Result CF-11 �rtiJYi�� B R I G GS 1 BriggsPROJECT:Engineering & Testing Ex�F[.- C oeP Niiiiiii �-- A Division of PK Associates, Inc. PROJECTi : 7?y6, 1Date: /Z-/-- 97 , Client: Sf. S'LANLlgIV Cement Brand or Class: Approved Mix Design Location: C 77b E L„A,� Mix proportions , 3 ;o y G;iv e (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.: r:7cS r,'� 7l0Z Batch Time: 7,•aZa Fine Aggregate lbs. QS1,.4•,ta Strength Delivered: -"aoo Coarse Aggregate lbs. Strength Recuired: 3eoO Water ( Lc. Set No.: / Time of Test: T13c Water Reducing oz. Truck No.: Load #.: og Air Entraining oz. Number of Cyl.: 1' C.A. Size: � - Other oz. Slump Air Content S 3 ASTM C-143 y ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: 4STM C-138 ASTM C-1064 -7s Z'O Remarks: Contractor and By whom prepared: Se.,�r 6g,cc;E :roducer are both responsible :1' ��14� Concrete Source: 3y,Q,ie S,,-G or added water as per ASTM 7n of water 25 General Contractor Sic, Sc,4,,,r , added 30 Avs,Ar-ro SlAus :-94. Discharge time limit Bp 35 Storage Location: cs..od.c co:,e, . min. max. 0 min. or 300 revolutions. ��d Curing Box: Curing Temp. P CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 8 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf pecimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture \lumber Tested at test (in.) (in.) (sq. in.) pcf LBS. Strength PSI, (ASTM C-39) CA I/2-26-97 70M G V2 2 .26 , iyo. 9Zi.q7 Z3o 3 /-/b -98 29 /c10. R C /-/b-sg 1 , /yOe t; I ._-7 /-i‘-93 \I _ v I I :,77. /...z.ky .... Approved: SS r Aer giozereter Soils Inspection 1.1 ®` Briggs Engineering & Testing PROJECT: EXCEL CORP. IBRIGGSI A Division of PK Associates, Inc. PROJECT#: 72463 INSPECTOR: Donald Concheri EMP.#: 326 REPORT#: DATE: 12/18/97 CODE: S26 ARR.TIME: ' 12:00 pm JOB HRS.: 4 T.T.: MILEAGE: TEMP.: H L X WIND: H L X HUMID.: H L X SUNNYX CLOUDY Briggs Engineering and Testing field engineers took in place density tests. In place density was determined in accordance with ASTM D-2922 and D-3017 for comparison to the laboratory determined maximum density at optimum moisture in accordance with ASTM D-1557 and/or D698. Location: Slab on grade area Remarks: The area was compacted prior to my arrival . There were three areas that rf had low readings. These areas were recompacted and tested. All areas were approved for 95% or above. Art Bartlett was notified of all results. 4/1 Technician: Donald Concheri Approved ,-—6 1.7_;i-Y„1 HR I CGS-: ENGINEERING c . F;c Soils Compaction Report .1ti ri PROJEC r: BRIGBOS Briggs Engineering et Testing exce/ A Division of PK Associates, Inc. PROJECT*: —4)4(0 . CTOR:Do/vA! / Cpnc iie_Q-/ EMP.>i: 3, 4‘,7 REPORT*: DATE Li- (k-9 7 CODE: S-., . AM.TIME: Igo O :toe H . 4 T.T.: MILEAGE: TEMP.: H © 1 WIND: H () Q 8�HUMID.: H i CLOUDY Maximum Dry Density: ~I3o .2 Optimum Moisture Content: Co-O • Method of Testing ( Check One) : Sand Cone Nuclear Densometer r Teat Location Estimated Elevation Teat faesutts Req. Min. Moisture Optimum No. Area Tasted %Coma. % Camp. Content % Moisture S i Si eel n7J r!A - 18 95./ . Q5% 4.9 C9.0 a , 612.9 5.a 3 P7 3 9•? 4 9. -� 7.4 5 g (o� . 7 _ q .5 Ste . _q �-4 h-.- --\ 0 C6,4 ie.I �[�_ I G°i- 14 ("Pr 13 _ g7 7.0 1S 99 l 7- S Tests nct meeting requirements: Who notified: Pte-T 18 rL.e--' Recommendations: Remarks: II 4e3-I- 'OASS-e_ ip Fy6Z R -c)/� 6 cz A, ,z_ t�Jc Lk—Z.. VA Lo e 1.1y{Technician: Approved 1/4 I2 - 111 CONCRETE PLACEMENT INSPECTION _La1` BRIGGS Briggs Engineering & Testing PROJECT: EXCEL CORP. A Division of PK Associates, Inc. PROJECT#: 72463 - INSPECTOR: Brian Cooper ARR.TIME: 8:00 am JOB HRS.: 4 DATE: 1/9/98 CODE C26 TEMP.: H 45° L 40° WIND: H L X HUMID.: H X L SUNNY CLOUDY X Concrete Source: Byrne Sand & Gravel General Contractor: JK Scanlan Storage Location: Curing Box: Other: ' Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp.p v X A Steal clearance" Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. , ASTM C-94 Limits ASTM C-94 Limits Time Limits,.... X . .,1-1/2 hrs. max. Temperature X 50-90° F Slump 1 N/A „ • :. Mixing X .:..70-300..•Rev:.. Air content N/A , % Density X ' ± 3 p.c.f. Location: : 2nd floor slab ;between A :& C _ ,_Remarks:... . Superintendent was noti_fi,ed .of .all _test- results.__..Jests;.were. .taken--from pump_. not'end of hose because of the lenght of the slick line, 1 was lost on the slump.._.. . __. Method of placement: Chute' Pump X Other Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) (°F) (°F) Deliv. Required water . (pcf) 1 8:00 31 10 90 4000 . -. 3000 3/4., . 20 2 . 8:15 29 .10 : . 8.7 _. 4000, . ...:3000 3/4 . ' _. ..15 ; 3 8:50 16 . 10 80 . 71° 5.75 44° 4000 .3000 3/4 -. .4. 1 20 _.. _... 4 9:10 17 ....- 10... . 75. 4000 .3000. 3/4 ._.. .-.15.�. .-.._.—. -- 5 9:'35`' 30 . 10;, 85 : , ) F 4000 3000 3/4 22 6 9:50 '31: ' 10 82 72° 5.5 4000 3000 3/4 20 , 7 11:05 '=`29 10 62. 4000 ''3000 3/4 `25`' 8 9 , • _ 41/ty,7,- Approved: Y Concrete Cylinder Test Result CF-11 Briggs Engineering & Testing PROJECT: Ex�E L . C o,el° milifIliN , 1 BRIGGS A Division of PK Associates, Inc. PROJECT#: \........m.-...." 7v�y(o Date: /a-/9- r7 Client: y y._ scAA>G,4sa, Cement Brand or Class: Approved Mix Design Location: C 72 E L„A,r Mix proportions 2. 3 7-6 y Li,,; (by Wt ) 1 cubic yard Amount Cement lbs. k..),.2+ Ticket No.: 7cc57/tR. Batch Time: 7...Zc Fine Aggregate lbs. ct,,va_ Strength Delivered: boo Coarse A•.re•ate lbs. 1, Strength Required: 3000 Water Gals. Set No.: Time of Test: T3.0 , Water Reducing oz. Truck No.: Load #.: vZ Air Entraining oz. _ Number of Cyi.: 7" C.A. Size: y - Other oz. Slump Air Content S 3 ASTM C-143 y ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: ASTM C-138 ASTM C-1064 -7S 1j'0 Remarks: Contractor and By whom prepared: Se_oir ,e j€uE :5905 10 producer are both responsible :•1 1 T Concrete Source: ,eye,vE S cr 5 Gals. z, for added water as per ASTM 7r, of water 25 General Contractor 3 ic. Sc.4A+YAN added s�� C-94. Discharge time limit �55 �35° Storage Location: u o ,c co.,,ex. min. max. • 90 min. or 300 revolutions. �d Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) (6.A 12-26-97 10A0 4 , l2 2826 , /110.9 9a% Z30 /-16-9g 29 /�o. 8 //�,�IZ$ /�'0 l� c 1-Ib yS /�D e //7, 7% /7G b D ,1-ff„-ss , \/ v V /lit i /i9, 006 , 42/0 IN 412 ZES OMPt.!!TED A�// Approved: 1' alit- SS. I • Concrete Cylinder Test Result CF-11 iN Briggs EngineeringPROJECT; IBRIGGS, & Testing F�cEL Co�e,o .^ A Division of PK Associates, Inc. PROJECT#: 7,�c/'3 kate: /oZ- /2_5,7 Client: '3., - . S,.., ,,,L,4.v ' Cement Brand or Class: Approved Mix Design Location: C. To Lii.,),L Mix proportions 4-/ To 6, 7 Gyve (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.: 0 -7o S 7 S' Batch Time: /v.,oc Fine Aggregate lbs. Strength Delivered: 3de 9 Coarse Aare'ate lbs. Strength Required: 3O ' e Water (-AI ,Set No.: oZ Time of Test: //;00 Water Reducing oz. Truck No.: /6. Load #.: ea Air Entraining oz. Number of Cyl.: 9 C.A. Size: 34 - Other oz. Slump y Air Content 6=oZ ASTM C-143 ASTM C-231/C-173 Field ASTM C�13 �t Weight pcf Target: Concrete Temp.: . Air Temp.: ASTM C-1064 7 y/ Remarks: Contractor and .S 5 By whom prepared: 5c.oT �,e,EvE producer are both responsible :1 1 Concrete Source: 13 pelt E S Y".6 5 Gals. 20 for added water as per ASTM 70 of water 25 General Contractor 5',/< S€. #uLs4,v ;5 added 30 Nor u re s93 C-94. Discharge time limit 80�5 35 Storage Location: ,,o`,e CovJ2 min. max. 90 min. or 300 revolutions. 9Dd Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date Age Dia. I Height Area Density Max. Load Compressive Type/Fracture I Number Tested at test (in.) _ (in.) (sq. in.) pcf LBS. Strength PSI , (ASTM C-39) 7A 1/4/z6brz 7,),4 _ 12 2g.26 ILIS-.3 /ODy86 35(o- 1� 3 1/1458! 2R V _ _ ILILi S /,37,073 -49)50 ) p c ..I AJol. g I ►4 c. 7 , i3Z,q51 . -47 D J D k z ,ILib/qg ; \r V N/ V I Lly 3 i32 31i 650 „ • Att it I S C t MPIETED . /7 Approved: II 1 Concrete Cylinder Test Result CF-11 �ijl,.a` ,� [B R i G G S I Briggs Engineering & Testing PROJECT: XGei CD — A Division of PK Associates, Inc. PROJECT#: ?.21/6,3 Date: 1/1/9g Client: Cement Brand or Class: Approved Mix Design Location: 2,/71 F1 5-J4h hlu , Mix proportions 4 EG r (by Wt ) 1 cubic yard 1 Amount Lement lbs. Ticket No.:2 7C:73Q Batch Time: �/� . id ine Aggregate lbs. /U Strength Delivered: y660 coarse Aggregate lbs. Strength Required: 32 Vater Gals. Set No.: _r Time of Test:g/_ Vater Reducing oz. Truck No.: 16 Load #.: 3 fir Entraining oz. Number of Cyl.: y C.A. Size: %y- )ther oz. Slump 3/ ► Air Content /�/M ASTM C-143 4 ASTM C-231/C-173 leld Unit Weight pcf Target: Concrete Temp.: '- •Air Temp.:wSTM C-138 ASTM C-1064 lemarks: Contractor and By whom prepared: 3c,,9,,�p e • 90 10 roducer are both responsible 5i Gals 1 Concrete Source: �/cAJc s e 6— r added water as per ASTM 70 of water 25 General Contractor J.f SG.9hh added J '� -94. Discharge time limit eo 35 Storage Location:itiodge,549b min. max. 40 3 min. or 300 revolutions. '0' Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 3 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Decimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture !umber Tested _at test _ (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) bA 1-I4-1 , 7Dki 4004 12_G " se /.64 M2-6 74, 542 Zr?3d' 1 I I G 2-Y1 4 _ _ - /4(3/ D Z-b-�� Z� ���� 1 • Approved: /2/ ,:i'i 1 /4e-1 Concrete Cylinder Test Result CF-11 ♦ R 1 G G S 1 Briggs Engineering & Testing PROJECT: "x c_E L. C c,e o A Division of PK Associates, Inc. PROJECT: 7? y6 1Date: /, Z-/F F 7 Client: SGA„ L rIw Cement Brand or Class: Approved Mix Design Location: C 7-2 E z_,„F Mix proportions 2. . i o y Lin,` (by Wt ) 1 cubic yard Amount . Cement lbs. O,.,+ Ticket No.: 705 7/ Batch Time: 7,'QZC _ Fine Aggregate lbs. Aue5.1AMe Strength Delivered: -3boo Coarse Aggregate lbs. Strength Required: 3 Water Gak. Set No.: / Time of Test: '36 Water Reducing oz. Truck No.: Load #.: ' Air Entraining oz. Number of Cyl.: y C.A. Size: y - Other oz. Slump Air Content S 3 ASTM C-143 L/ ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: ASTM C-138 ASTM C-1064 -7s .yO Remarks: Contractor and By whom prepared: Sc..077- �,e,wE :SGS 10 producer are both responsible : Gals. 1Z1 Concrete Source: � e S' y ,ve f-� for added water as per ASTM 70 of water 25 General Contractor 3.c, Sc.aNlAw i added 30 / ' r7e SL,yg C-94. Discharge time limit 80 35 Storage Location: u �..oc,c co;,E,c. min. max. 40 90 min. or 300 revolutions. SS�dS Curing Box: Curing Temp. F' CONCRE I E SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) (sc. in.) , pcf LBS. Strength PSI (ASTM C-39) Te,A /2-26-97 -70A,-,7 Co _ 0_ 28-26 iy0.9 94 /<6 Z 30 l-/6 -9s 29) , /90, R //g,4Z5 ./CO I b c /-/i,-5& I lyo. 8 ,p7, 7% 1 4/76 I D D 1/-i4�-98 . 1 v _ /��. i . 9� ooF I �z�o ate .. ompopro • Approved: �'�Nl SS. 1 - Concrete Cylinder Test Result CF-11 o1111ILL Briggs Engineering & Testing PROJECT' !BRIGGS� ��GEL �c„Q,p A Division of PK Associates, Inc. PROJECT#: 2,_?„t_76.3 jDate: /,7- /9- 7 y; Client: "3. 1 . . Sc,9..,,L,.9,-v Cement Brand or Class: Approved Mix Design Location: C 7-c /E. L ice` Mix proportions 4' Ta 6, 7 L/Ne (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.: ale, 5 7 S" Batch Time: /C.'oo Fine Aggregate lbs. Strength Delivered: Sao e Coarse Aggregate lbs. Strength Required: 300 e) Water Ck. Set No.: Z. Time of Test: //:Qc Water Reducing oz. Truck No.: /6, Load #.: (v Air Entraining oz. Number of Cyl.: 9 C.A. Size: 3�% - Other oz. Slump y Air Content SS,Z ASTM C-143 ASTM C-231/C-173 Field Unit Weight pcf !Target: Concrete Temp.: Air Temp.: ASTM C-138 ASTM C-1064 7 5 '/J Remarks: Contractor and .S 5 By whom prepared: 5Go 7 64/E uE producer are both responsible :1 1 Concrete Source: /2y,Q,,E .5Y-G 5 Gals. 20 for added water as per ASTM 70 of water 25 General Contractor S',k S$c aet./44,v added ET s 7b 4-1'n C-94. Discharge time limit eo 30 N Storage Location: 4,u,,o`ie Ccve2 min. max. 90 min. or 300 revolutions. 934 Curing Box: Curing Temp. F° CONCRE I E SAM?LES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight:_ - pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number i Tested at test (in.) (in.) (se. in.) pcf LBS. Strength PSI (ASTM C-39) 7A �IZ/2e%7_, 7,DAti Co 12 2, '6 ►ciS 3 /DovBo 356,n N> 3 1 hi./18 7 R 140 5 /37,073 - co 1 J .1/IJo t I L s. 7 I /32,q5/ I 447 XO I D D .1/16Agi . v v v ) z-iLi 3 /52„")ci -i-650 I Lb ALL i C515 CC.MPLETED 1 • // 41/Z4614 Approved: / 1 SS• 1 L__ _ Concrete Cylinder Test Result CF-11 ..ilaa` PROJECT: �X / B R I G G S J Briggs Engineering & Testing 6C'1 (nee, IlikkiA Division of PK Associates, Inc. PROJECT#: 22110 Date: /�jh Client: , Cement Brand or Class: Approved Mix Design Location: .(y/ F1e„),e shh 4,.?0,,,--7 Mix proportions 4q i4 T (by Wt ) 1 cubic yard Amount ?ment lbs. Ticket No.:2 7C;732 Batch Time: ie Aggregate lbs. /V 1/g Strength Delivered: 7�ZO :arse Aggregate lbs. ,Strength Required: 3 2 2 ater GaLs0. ,Set No.: . Time of Test:y 5- ater Reducing oz. Truck No.: I(v Load #.: 3 • Entraining oz. Number of Cyl.: / C.A. Size: Ni- ler oz. Slump �3/1) Air Content /�/�j�? ASTM C-143 Lf ASTM C-231/C-173 !Id Unit Weight pcf Target: Concrete Temp.: �/b Air Temp.: / O TM C-138 ASTM C-1064 marks: Contractor and By whom prepared: 3/'i /9 ( ,� - )ducer are both responsible :i � 1U 1 Concrete Source: �/ ,�/� ,s� CT added water asper ASTM of water s Gals. rz�� / - added t5 General Contractor �1, SC�n/�� 3D )4. Discharge time limit 9 90 40 35 Storage Location:�(/PAe S jqb . min. max. min. or 300 revolutions. �W� Curing Box: Curing Temp. F' CONCRE i t SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf !cimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture amber Tested at test (in.) (in.) (sa. in.) pcf LBS. Strength PSI (ASTM C-39) SA 1-16.1 7b*y 64004 12-te se ZC. /42-8 17,4, 342- 236 I ` 3 .-G-Cig 143.E C 2-61t� q /43-/ D z-6-S Zb /-411,0 T I I I I I • Approved: • L _ CONCRETE PLACEMENT INSPECTION I BRIGGS Briggs Engineering & Testing PROJECT: EXCEL CORP. A Division of PK Associates, Inc. PROJECT#: 72463 INSPECTOR: Donald Concheri ARR.TIME: 7:00 am JOB HRS.: DATE: 1/21/98 CODE: C26 TEMP.: H L X WIND: H X L HUMID.: H X L SUNNY X CLOUDY Concrete Source: Byrne Sand & Gravel General Contractor: JK Scanlon Storage Location: Curing Box: Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits • ASTM C-94 Limits Time Limits X 1-1/2 hrs. max. Temperature X 50-90° F Slump. ... X _ - -4"4° .- .. .__5."._ . ._ ... -Mixing ._ X 70-300 Rev. Air_._content X._. .-. ._..5._+,.1._.._o/, _......._ .... _.._ ... _...._Density- X . ._.._t 3 p.c.f: • i..�..�211d .f.l Location: 3 oor slab C to; D line w ` 2. . 3000 :l mix was-:speci�f°i ed J K Scanlon ordered and` pa aced 4000 ,lb: .Remarks: Concrete was tested ^from the middle of+'.the' load Concrete was pumped, into place: 'Al-rtest mate`riaT was-"taken from nozzle end: Sluump measurements are . accurate from nozzle. . Art- Bartlett was -notified of all test results. • Method of placement: Chute Pump Other Load Arr. Truck No. of Mix . Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) (°F) . (°F) Deliv. Required water (pcf) 1 7:30 31 10 65 64° 33° 4000 3000 3/4 8 2 7:40 16 10 80 64° 33° 4000 3000 3/4 8 - .. . 3'.. . 8:25 30 10 '82 62° 4.75 5.6 33° 4000 3000 3/4 4 1 8 4-. : 9:20`" 17 —10 7-4,.... , 63°. 4 75 -...5.6 .-33° "4000... .3000'. 3/4 :.. '10.... 5..: 9::.30 15' :10 -. 78 :63°, :33 4000 '. 3000 3/4.: �33°.. ...,4000._...: J000.::_'-3/4 ` "4 7. 101.00. 3T: 10 64 .; ,63,0 ..- --33° •'4000 -3000`.._....3/4 - -8 1 0 AseitZbi. • Approved: Concrete Cylinder Test Result CF-11 willflii\U BRIGGS Briggs Engineering & Testing PROJECT: tOCcl GRp i\'if i- it A Division of PK Associates, Inc. PROJECT#: 1.2463 Date: l-f_! --,G Niiii....--...ed Client: =i►� SCo..rJ Lo vv. Cement Brand or Class: Approved Mix Design Location: an►fl FLoa SLAB Mix proportions C -k-r, r) �; ,,1z (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.:4)70 85 I Batch Time: % 5 Fine Aggregate lbs. Strength Delivered: 4coo Coarse Aggregate lbs. Strength Required: 3000 Water Gals. Set No.: I _Time of Test: i.5 Water Reducing oz. Truck No.: 30 Load #.: 3 _ Air Entraining oz. Number of Cyl.: Li C.A. Size: 11/- - Other oz. Slump y3/ Air Content 5. ASTM C-143 4 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: o Air Temp.: ASTM C-138 ASTM C-1064 bra Remarks: Contractor and By whom prepared: DaKva c5 Cor,c l-•ee.c producer are both responsible . 5 i 5 Gals.5 10 120 Qy Concrete Source: N ' for added water as per ASTM 70 of water 25 General Contractor . _ANc.ou; ;5 added 30 C-94. Discharge time limit 6055 35 Storage Location:Ih2Qrn L min. max. 3iR v- -ry eT 90 min. or 300 revolutions. �4 Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Wei ht As Received: pcf Specimen) Date Age 1 Dia. Height Area I Density Max. Load 1 Compressive I Type/Fracture Number Tested at test (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) qA /- -Sg 7i kJ 4 .6104 ) ,O4" 7.c l , /43( fsZ,40 z_q . , 13 Z-is% 7.4 if3 8 C T-/c I$ 2- /112 b z -yS N _ /434 17,itio, Approved: i tea,` CONCRETE PLACEMENT INSPECTION 1BRIGGSI Briggs Engineering & Testing PROJECT: EXCEL CORP. " _'— A Division of PK Associates, Inc. PROJECT#: �-- 72463 INSPECTOR: Bob Lanctot ARR.TIME: 7:30 am JOB HRS.: 8 DATE: 1/27/98 I CODE: C26 TEMP.: H 40° L 28° WIND: H L X HUMID.: H L X SUNNY X CLOUDY Concrete Source: Byrne Sand & Gravel General Contractor. J K Scanlan Storage Location: Curing Box: Other: X Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 Limits • Time Limits ** 1-1/2 hrs. max. Temperature X 50-90° F - Slump _. * • ..__ . . Air content -L �- * .__,. _.__...�_ Density Rev. X 70-300 _:_1.... ..X. * 3pcf Locationf7 Columns to D lanes 1 through::1L 2nd_-floor=-slab Remarks::, *No specifications ,for.._s.l.ump..-or- air :content :I- notified the"superintendent_ of all' findings. _ **I notified Art Bartlett that two loads exceeded the time limit #4 and #6. Method of piacement: Chute Pump X Other Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) (°F) (°F) Deliv. Required water (pcf) 1 8:20 31 12 75 4000 4000 3/4 2 8:45 30 12 90 4000 4000 3/4 . 3 :00 -17 , 11 90 60° 6.5. v..6 - 33° 4000 4000 " 3/4 4 : 1 50 4 9.:20. --16 11 ' 120 • 4000_. .40003/4 _ _ - 5 - :00 • 20 _11 .,..90 ._ .. _ . . . _ _.. 400.0 4000 .3/4 6 10:.25 ,,31 7124 120-, 65° 5.5 4.5 38° . 4000 4000" 3/4 4 M 2 .-, 35, 7 12:00 30 . ,.11 90` ` 4000 4000 3/4 • 8 10 _ _ .x.4.,,,:p • Approved: s M/— 7' 7"--- CONCRETE PLACEMENT INSPECTION �� `� PROJECT: EXCEL CORP. BRIGGS Briggs Engineering & Testing A Division of PK Associates, Inc. PROJECT#: 72463 INSPECTOR: Brian Cooper ARR.TIME: 8:00 am IJOB HRS.: 4 DATE: 1/9/98 CODE: C26 TEMP.: H 45° L 40° WIND: H L X HUMID.: H X L SUNNY CLOUDY X_ Concrete Source: Byrne Sand & Gravel General Contractor: JK Scanlan Storage Location: Curina Box: Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steei clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 Limits Time Limits X 1-1/2 hrs. max. Temperature X 50-90° F Slump _ N/A -' _ _.. Mixing X 70-300 Rev. Air content N/A %.. .._... ._.... .._. _ . / Density X = 3 p.c.f. Location: 2nd floor slab between A & C Remarks: Superintendent was notified of all test results. Tests were taken from pump not end of hose because of the lenght of the slick line, 1" was lost on the slump. Method of placement: Chute Pump X Other Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) (°F) , (°F) Deliv. Required water (pcf) 1 8:00 31 10 90 4000 3000 3/4 20 2 8:15 29 10 87 � 4000 3000 3/4 15 3 8:50 16 10 80 71° 5.75 44° 4000 3000 3/4 4 1 20 4 9:10 17 10 75 4000 3000 3/4 15 5 9:35 30 10 85 • 4000 3000 3/4 -. 22 6 9:50 31 10 82 72° 5.5 4000 . 3000 _3/4 20 7 11:05 29 10 62 4000 3000 • 3/4 25 8 9 10 Approved: /% � ' 2b/ NAa.` >212/z,th-t16- CONCRETE PLACEMENT INSPECTION (BRIGGS( Briggs Engineering & Testing PROJECT: EXCEL CORP. A Division of PK Associates, Inc. PROJECT#: 72463 INSPECTOR: Bob Lanctot ARR.TIME: 7:30 am JOB HRS.: 8 DATE: 1/27/98 I CODE C26 TEMP.: H 40° L 28° WIND: H L X HUMID.: H L X SUNNY X CLOUDY Concrete Source: Byrne Sand & Gravel General Contractor. J K Scanlan Storage Location: Curing Box: Other: X 1 Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness Grade preparation X X Steel supports X Placement Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits •-- _ ASTM C-94 Limits Time Limits ** 1-1/2 hrs. max. Temperature X 50-90° F Slump * ' - • Mixing X 70-300 Rev. Air content * - % Density X ± 3 p.c.f. _ - Location: Columns C to D lines 1`through 11 2nd floor slab Remarks: -- *No specifications for slump or air content. I notified the superintendent of all findings. **I notified Art Bartlett that two loads exceeded the time limit #4 and #6. Method of placement Chute- Pump X Other Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set rats Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) (°F) (°F) Deliv. Required water (pcf) 1 8:20 31 12 75 4000 4000 3/4 2 8:45 30 12 90 4000 4000 3/4 3 9:00 17 11 90 60° 6.5 6 33° 4000 4000 3/4 4 1 50 4': 9:20 16 11 120 4000 4000 3/4 5 .0:00 20 11 90 - 4000 4000 3/4 6 . :25. 31- 12 120 - -65° 5.5 ' 4.5 • 38° 4000 4000. 3/4 4 2 35 -- - 7 1.2:00 30 -11---.' 9O. . 4000 4000 3/4 8 - 9 10 LZZA__:__ Approved: A h CONCRETE PLACEMENT INSPECTION .&11.1. BRIGGS Briggs Engineering & Testing PROJECT: EXCEL CORPORATION A Division of PK Associates, Inc. PROJECT#: 72463 INSPECTOR: Brian Cooper ARR.TIME: 8:30 am , JOB HRS.: 6 DATE: 2/5/98 CODE: C26 �~ TEMP.: H 36° L 32° WIND: H L X HUMID.: H X L SUNNY CLOUDY X Concrete Source: Byrne Sand & Gravel General Contractor: JK Scanlan Storage Location: near slab Curing Box: Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X - Steel clearance X - - n Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: • Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or'noted herein. Concrete sampled.in accordance with ASTM C-172. ' ASTM C-94 Limits '. _ - -. - ` Time.Limits ' ''X 1'12 hrs..- ax ASTM C 94 Limits m 50-90° Slump _ _ , 7 eV N/A - Tem erature- . - _ ._. -Mixing,. - - __X 0 300 `R . ,... Air• content ‘N/A _..... Density _:._ X 3 p �f.. - � Cocatton: t: 1st floor 3rd 1 a cement oof sl,ab.._..._- s - -- -i--~;----p Remarks: 'Al 1 test were taken from end of sl-ick line:_."Superi ntendent'was notified of '_ all :test results. NOspecifications for. concrete except for 4000psi • Method of placement: Chute Pump X Other Load Arr. Truck No. of - Mix Conc. Slump Air Air Conc. Conc... CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) (°F) (°F) Deliv. Required - water (pcf) 1 ' 8:15 31 12 60 4000 4000 3/4 20 • 2 : .8 .50 : 30 12 70 . . : - . 4000 . 4000 :3/4 _ . , 15 ' : . 3 z 9 00 ' 29 .• 12 80' - 4000 - 4000 -314 _ _ 15 -.- : 4 .....-9,.20 .. 17 . ..-11 75 69.°_.._4•_5. .._5_.1 .__.36° ...4000._.. .__.,4000.. -3/4 _.-_4._.....--1-- ..25 5 ,::9 �30 ..- 16 i y y:11 75 '- i-- 4000 4000 3/4 — .25• L 6 9 55 . 31,, r,�12 75` ' 4000 :4000 3/4 '.___.. :,20 # 4 7 10 15 r,130 12 65 ' 4000 ,4000- •.3/4' .. 20 : 8 10:45'.: 29,_: ,. :12 50' 4000 , 4000 3/4. 25 19 11:00 17 ' ''11' .-: 4O, 67°, 4.25 4.9 36° 4000 4000 _ 3/4 • 4 . 2 30 • 10 11:30 31 12 45 4000 4000 - 3/4 20 11112:401 15 11 50 - f 4000 1 4000 4 15 Concrete Cylinder Test Result CF-11 Briggs Engineering & TestingPROJECT: BRIGGS g8 8 g �xCe.( Cow t=���it,,,t `�� A Division of PK Associates, Inc. PROJECT#: r7c24(as 1Date: 1,— Z t-.etg Client: S `,e►J Cement Brand or Class: Approved Mix Design Location: crv� P-1oe, SLM3 Mix proportions C 4t5 D L; - e (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.: a10 Batch Time: cl Fine Aggregate lbs. Strength Delivered: 4opn Coarse Aggregate lbs. Strength Required: 'Water Gals. Set No.: . Time of Test: I b o Water Reducing oz. Truck No.: Q0I Load #.: [o Air Entraining oz. Number of Cyi.: y C.A. Size: 44 - Other oz. Slump 4I Air Content ,5,� ASTM C-143 a ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: ASTM C-138 ASTM C-1064 (off' 330 Remarks: Contractor and By whom prepared: ,1 Ctrr,e producer are both responsible :•u'S 5 10 I Concrete Source: "{ew SuCc 5 Gals. 20 for added water as per ASTM 70 of water 25 General Contractors ScAN3 l-o"c.1 ;5 added 30 Al C-94. Discharge time limit 6055 4035 Storage Location: min. max. 90 min. or 300 revolutions. 4 Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number. Tested at test (in.) (in.) (sq. in.) pcf LB& Strength PSI (ASTivt C-39) /OA c-28 Iblk‘i 6,0e, t e_o v 26,16' /40- 9 1, 860 3zSo b 8 Z-k916 /40.S t-100 N 1 -,_ t /46r,/ b 2-6 9 ZS 1 /37.7' • Approved: >rf-, s� :%,i .: , e ! ...-i-tip.. 6 , Concrete Cylinder Test Result CF-11 fas ®` Briggs Engineering & TestingPROJECT: ' BRIGGS �KGtL (�rao�,,� .cs A Division of PK Associates, Inc. PROJECT#: r)ZLi 3 jDate: I • Zl- f!) , Client: ' Cement Brand or Class: Approved Mix Design Location: aI ,-i iS C-co 0 Mix proportions C-,t-145 ) - jA_ It (by Wt ) 1 cubic yard y'n.o _ c. A 6 Amount - Cement lbs. 7-1 IA Ticket No.: 2:10101 Batch Time: a' 30 i Fine Aggregate lbs. _Strength Delivered: '> 1Coarse Aggregate lbs. Strength Required: Water Gals. 1 Set No.: I Time of Test: /."yJ5 Water Reducing oz. Truck No.: 1 1 Load #.: 3 Air Entraining oz. Number of Cyl.: / C.A. Size: 3// Other oz. Slump PA Air Content 6.0 ASTM C-143 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: 2 ASTM C-138 ASTM C-1064 6(O �3 Remarks: Contractor and By whom prepared: g>6 ZArC7'bT producer are both responsible :i 5 101 Concrete Source: ty c. SA;tt) -+-Ge_Av 5 Gals. 20 for added water as per ASTM 70 of water 25 General Contractor J,1-C., �. Al-1,L,*-1-7 i5 added 30 C-94. Discharge time limit 605 �35 Storage Location: min. max. •0 min. or 300 revolutions. �' Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 •8 Day Air Dry Unit Weight: pcf _ Unit Weight As Received: pcf .pecimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test , (in.) (in.) ,(sq. in.) pcf LBS. Strength PSI1 (ASTM C-39) 1l4 2-3-16 -m / 6.(O' i z.co' 39,26" 439 7 72,ctO 2580 B 2-24-IB 20 1 A4Q,D C Z-z- 3 a /-1/,d b 2.244 ?$ - - 139. . • Approved: • i Concrete Cylinder Test Result CF-11 .Y- BRiCaGS Briggs Engineering & Testing PROJECT: Lxel 642 0e oR-c A Division of PK Associates, Inc. PROJECT#: U Date: , \--I:141z,- Client: Cement Brand or Class: Approved Mix Design Location: Coco .ti,i-ks C`•w 0 Mix proportions (,i n LS 1 q (by Wt ) 1 cubic yard trip FLccC- 61,A-45 Amount Cement lbs. N A4 Ticket No.: Z1O OG Batch Time: 10:O6 Fine Aggregate lbs. , Strength Delivered: WOO Coarse Aggregate lbs. Strength Required: ? -water Gals. Set No.: L. 'Time of Test: 11 : 40 Water Reducing oz. Truck No.: - I Load #.: 6 Air Entrainin• oz. Number of C I.: L C.A. Size: 3/4/ Other oz. ,/ Slump Air Content C� 3 ASTM C-143 Z ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: / - Air Temp.: 28 ASTM C-138 ASTM C-1064 bJ .7 Remarks: Contractor and By whom prepared: /2.o6691ye 7a7 producer are both responsible :i• 5 101 Concrete Source: Sygi-hL 'Ah-v--GtZft)/j for added water asper ASTM S of Gwater 20 � added 25 General Contractor - , K. ��L�}H C-94. Discharge time limit to .*0 Storage Location: min. max. 55 . 90 min. or 300 revolutions. '�d Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 8 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.). (sq. in.) pcf Law: Strength PSI (ASTiv1 C-39) 124 2-3-1e 7�P\`! 6-Qr (1(0'` Zes Z6`' /fag g1330 3_050 5 z-Z4%9 ZS /39 Z C 2-24-99 2'S _ /3 7. 9 1 2-i-6146 z / .6 i 1 f‘..,,iy Approved: 17 ,,- f, . N, j Concrete Cylinder Test Result CF-11 i ALA Briggs Engineering & Testing PROJECT: C I��a�Gs� Xc�l ox A Division of PK Associates, Inc. PROJECT#: R.2 L/6,3 Date: /h ' Client: Cement Brand or Class: Approved Mix Design Locations Mix proportions 07 iG (by Wt ) 1 cubic yard 1 Amount Cement lbs. pid) Ticket No.:177 73 Batch Time: /O Fine Aggregate lbs. Strength Delivered: yiQ Coarse Aggregate lbs. Strength Required: 3T Water Gals. Set No.: ..Z Time of Test: '9/5 Water Reducing oz. Truck No.: I Load #.: 3 Air Entraining oz. Number of Cyl.: / C.A. Size: 4- Other oz. Slump 3///'' ►) Air Content i1/�j� ASTM C-143 `I ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: /b Air Temp.: p ASTM C-138 ASTM C-1064 Remarks: Contractor and By whom prepared: ,/'//97 �,,jX producer are both responsible :1 5101 Concrete Source: I/,Ne 5 cci 6- for added water as per ASTM 70 of water Ga . s 5 General Contractor K. s//02/ i ;5 added 30 �` '� C-94. Discharge time limit 0055 35 Storage Location:, x,5/,gb min. max. 40 90 min. or 300 revolutions. �� Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight:__ _ pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number _Tested at test (in.) • (in.1 (sq. in.) pcf LBS. Strength PS! (ASTM C-39) • a i-It-')`?) 7AA/ 6or uz_co-H Z6.1.6 /4z-g 74 392- Z630 J z-6-qg •q - - /is.1- /24, 6o7 F41 c C 2- -�e 2g , /4 l _ /2y,434 q� 1 D z� y' _ /WC /zZ //4 4 7,p h ALL TESTS COMPLETED Approved: 17./..::zitzz t . _ ;fir / . CONCRETE PLACEMENT INSPECTION AdrieN BRIGGS Briggs Engineering & Testing PROJECT: EXCEL CORPORATION A Division of PK Associates, Inc. PROJECT#: 72463 INSPECTOR: Brian Cooper ARR.TIME: 8:30 am 1 JOB HRS.: 6 DATE: 2/5/98 CODE: C26 TEMP.: H 36° L 32° WIND: H L X HUMID.: H X L SUNNY CLOUDY X Concrete Source: Byrne Sand & Gravel General Contractor: JK Scanlan Storage Location: near slab Curino Box: Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. Al: items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: . Weather X Steel arrangement X Temp. X _. Steel clearance • X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94. and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 Limits .Time Limits X 1-1/2 hrs. max. Temperature X 50-90° F ;Slump N/A ' - Mixing X 70-300 Rev. `...;Air content N/A - % Density X ± 3 p.c.f. • Location: '1st floor. 3rd placement of slab Remark : 'All test were taken from end of slick line. Superintendent was notified of all test results. No specifications for concrete except for 4000psi Method of placement: . Chute. Pump X Other Load Arr. Truck No. ott Mix Conc. Slump Air Air. Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) (°F) (°F) Deliv. Required water (pcf) 1 8:15 31 12 60 4000 4000 3/4 20 2 8:50 30 12 _ 70 4000 4000 3/4 15 3 9:00 29- 12 80 . 4000 4000 3/4 15 - 4 9:20 17 11 75 69° 4.5 5. 1 36°. ..4000 . . .4000 3/4 -4 1 25 - - - 5 9:,30 16. 11 : 75 • - • :_ 4000 4000 3/4 25 6 9:55 31.. 12 • 75 4000 4000 3/4 . 20 7 _0: 15 30 12 65 4000 4000 3/4 20 8 ,10:45 29 ' 12 50 4000 4000 . 3/4 25 9 11:00 17 11 40 670 4.25 4.9 36°, 4000 4000 3/4 4 2 30 10 11:30 31 12 , 45 , 4000 4000 " 3/4 20 11 12:40 15 11 50 4000 I 4000 4 15 Concrete Cylinder Test Result CF-11 ��` ,� Briggs Engineering & Testing PROJECT: e e ( C0 a SRIGGS A Division of PK Associates, Inc. PROJECT#: Date:Nottzem----00/ Client: S `o Cement Brand or Class: Approved Mix Design Location: ,DrvD Rcoe. Stta�Mix proportions C D L,n.e.. (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.: a70. Batch Time: GcK Fine Aggregate lbs. Strength Delivered: 4-00 Coarse Aggregate lbs. Strength Required: Water Gals. Set No.: a Time of Test: Itco Water Reducing oz. Truck No.: «R Load #.: (Q Air Entraining oz. Number of Cyl.: y C.A. Size: 44 - Other oz. Slump Air Content 54, ASTM C-143 a ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: _,43Air Temp.: ASTM C-138 ASTM C-1064 to 330 Remarks: Contractor and By whom prepared: Dst,1 ". producer are both responsible :i'S 5 10 1 Concrete Source: D"i J\ fro s Gals. 20 c+- for added water as per ASTM 70 of water 25 General Contractor-T xPeJ t-o- �5 added 30 C-94. Discharge time limit 8055 �35 Storage Location: i min. max. 90 min. or 300 revolutions. 9�4 Curing Box: Curing Temp. F° CONCRE I t SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) (sq. in.) pcfLBS. Strength PSI (ASTM C-39) /OA c-�99). 4h - 6,0`` 12-OOU 25,Zbrr 404 91, 'MO 3zco 5 2-1a 16 /40.S /46,,/ ,,' .7 Approved: 4 Concrete Cylinder Test Result CF-11 4701BRIGGS .Briggs Engineering & Testing PROJECT: 6 � a�{? (4 b�t��c-T��cs A Division of PK Associates, Inc. PROJECT#: '1Z(�63 'Date: 1 • Z./ '`16\;;;Oe Client: ..1 Cement Brand or Class: Approved Mix Design Location: CoLvir-01.S C-co 0 Mix proportions z L,h 4-- 5 ` �� 1,l (by Wt ) 1 cubic yard .j'r F c� C A 6 Amount Cement lbs. 7 la Ticket No.: 2,`10‘101 Batch Time: 3-' 30 Fine Aggregate lbs. Strength Delivered: z{Q2'J I 1 Coarse Aggregate lbs. Strength Required: Water Gals. I Set No.: Time of Test: 7-'y� Water Reducing oz. Truck No.: 11 Load #.: 3 Air Entraining oz. Number of Carl.: ! C.A. Size: 3/7 Other oz. Slump /1/ Air Content 6.O ASTM C-143 C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: 3 ASTM C-138 ASTM C-1064 60 Remarks: Contractor and By whom prepared: '&6 ZA Tb :5d0510 producer are both responsible ;1 1 Concrete Source: ty E St tt) 4-GZAvt . 5 Gals. 20 for added water as per ASTM 70 of water 25 General Contractor J,t-C., .,41-1. i-7 i5 added 30 C-94. Discharge time limit 00 S 3S Storage Location: min. max. D0 min. or 300 revolutions. � Curing Box: Curing Temp. F° CONCRE I E SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) _(sq. in.) pcf LBS. Strength PSI (ASTM C-39) ///) 2-346 714 "91( I Z-C ?e.lr , / 9.. 7 , 772__,ct o6i ZS SO B 4- 3 2S ) , /40,a C Y--Sg /4/,a D 1 -24-tig 2 1 k . L39-7 - • Approved: i F Concrete Cylinder Test Result CF-11 �r1� �L Briggso ) Engineering & Testing PROJECT: co�P ti(peck)R-�,c4.> BRIGGS A Division of PK Associates, Inc. PROJECT#: ^7 2.%`72 _Date: I- 21• 9 S Client: Cement Brand or Class: Approved Mix Design Location: Coco ,.-1-\4 `-ro 0 Mix proportions C. c rk S 1 J `� (by Wt ) 1 cubic yard tn.() FLce 51..A-(3 Amount Cement lbs. Ti A Ticket No.: Z1063(36 Batch Time: lO: OC> 'Fine Aggregate lbs. Strength Delivered: L{CY Coarse Aggregate lbs. Strength Required: Water Gals. Set No.: Z. Time of Test: 11 - c40 Water Reducing oz. Truck No.: -, I Load #.: b Air Entraining oz. Number of Cyl.: Li C.A. Size: Sig Other oz. V Slump Air Content 3 ASTM C-143 5 9 2 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: /5 Air Temp.: 2D ASTM C-138 ASTM C-1064 bJ .70 Remarks: Contractor and By whom prepared: a.agL c727 producer are both responsible :1'S 101 Concrete Source: Qyg L �Ar-o-.G2.I)1 _ G 5 a1s. 20 1 for added water as per ASTM 70 of water 0 General Contractor - , K. SAL AM :5 added C-94. Discharge time limit fo 431Storage Location: min. max. 5593d .f 30 min. or 300 revolutions. Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (inj (sq. in.) pcf LBS. Strength PSI (ASTM C-39) /24 7.. -5c3 -Th 4 ‘.Q2 ' (Z.w.` m, z . /A6 e61330 3O50 3 Z-Z %9. 28 /39, z c_ 2-Z4 Z.0 /.37 g .J Z-t-06 zR 14.O j • � ' Approved: ��4 ,.��r � , - Concrete Cylinder Test Result CF-11 ����� Briggs Engineering & Testing PROJECT: C SRIGGS Xce1 0� A Division of PK Associates, Inc. PROJECT#: ��/�l Date: l�fl Client: , Cement Brand or Class: Approved Mix Design Location: /2Gf Fly _-'/, h_,cb b_ ,toP,-7 Mix proportions fi iG (by Wt ) 1 cubic yard Amount Cement lbs. PA/9 Ticket No.:..7? 3 Batch Time: /G' Fine Aggregate lbs. Strength Delivered: 1-7/ Coarse Aggregate lbs. Strength Required: 3 Water Gals. ! ' yfi Set No.: � _Z Time of Test: g/� Water Reducing oz. Ai Truck No.: ) 6 Load #.: 3 Air Entraining oz. Number of Cyl.: / C.A. Size: - Other oz. Slump y/ i) Air Content i1/M ASTM C-143 Zf ASTM C-231/C-173 Field Unit Weight pcf ;Target: Concrete Temp.: -/6 Air Temp.: / O ASTM C-138 • r ASTM C-1064 `7 7 Remarks: Contractor and By whom prepared: 37'i/9,, y ' producer are both responsible s�� s 10 1 Concrete Source: i'AJc S c CT Gafor added water as per ASTM 70 of waterraS General Contractor J � 5, 6/.2hIi2 ;5 added 30 .C-94. Discharge time limit 6055 �39 Storage Location:��,� '5J b min. max. 90 min. or 300 revolutions. �4 Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 1 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) jsq. in.) pcf LBS. Strength PS! (ASTM C-39) •A 1-16-V6 7hA\I her i2-G '' i6.?6„ /4z-8 74, 5-92_ 256 1 3 Z-6fg . / .2- /2-1, 6o 44-Io c 2-61 IA . 713-/ /2 , ,24 4 90 1 D Z-6.-�� Z8 . . /4j 0 /z- 84 4 c h _ AL\L TESTS COMPLETED • Approved: ,� (K . Concrete Cylinder Test Result CF-11 �� ®� Briggs Engineering & Testing PROJECT: EDCcp_ I CoRP 1-14/411)41c SRIGGS A Division of PK Associates, Inc. PROJECT#: 9.24(03 Date: 1 -It! --o g I ......tie.....---gid Client: J K SCA.niLorJ Cement Brand or Class: Approved Mix Design Location: arJD PLoa Mix proportions C -i-o r Lin e. 1 (by Wt ) 1 cubic yard Amount Cement lbs. ,Ticket No.: 070 85 I Batch Time: S Fine Aggregate lbs. Strength Delivered: 40oo Coarse Aggregate lbs. Strength Required: 3.000 _ Water Gals. Set No.: 1 Time of Test: V-16- Water Reducing oz. Truck No.: 30 Load #.: 3 Air Entraining oz. Number of Cyl.: Li C.A. Size: /4 - Other oz. Slump 3/ Air Content s,, ASTM C-143 4 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: �o Air Temp.: a ASTM C-138 ASTM C-1064 Remarks: Contractor and By whom prepared: DetirI SCon c,l- er-- 55 . 'Q. C _ _ producer are both responsible 5 1�� Concrete.Source: �j �,9vE �� 1 for addedwater as per ASTM 70 of waterGals Z5 General Contractor 3AN1.,::)r - ;5 added 30 • - C-94. Discharge time limit 605� 35 Storage Location:�rp� min. max. 90 min. or 300 revolutions. 974 Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) ?1 /-e-SS --e- A1 6 .00`' j2<0o" 7,3.Z6 /43-6 �Z,qo 2q 20 2-4g gg 7 /43.S P3, 34g 40/0 D C ?-Ig Ig zS ALL /11 Z /l3, 141- -I6d0 b 2-i 1 2� /�x� /434 52 4 040 ..,#` Nib g ;OMPL_TED _ 1 + • Approved: r . . L Concrete Cylinder Test Result CF-11 ®` e` Briggs Engineering & Testing PROJECT: EKce,1Cs.ca-Pg\f -nr S SRIGGS 144 ti A Division of PK Associates, Inc. PROJECT#: .Ja4 Date: 1,-- Z I�.-t,' Client: _TR, S<�.r.r,.e n1 Cement Brand or Class: Approved Mix Design Location: dives %Dee sL_Ne Mix proportions C -fie ID L 1 rne. (by Wt ) 1 cubic yard Amount . Cement lbs. Ticket No.: G2-70/Sti Batch Time: c14K Fine Aggregate lbs. Strength Delivered: 4000 Coarse Aggregate lbs. _Strength Required: r— Water Gals. Set No.: a Time of Test: I bco Water Reducing oz. Truck No.: . Load #.: (o Air Entraining oz. Number of Cyl.: 4 C.A. Size: 414 - Other oz. Slump 4J Air Content 54, ASTM C-143 a ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: ASTM C-138 ASTM C-1064 (off 33° Remarks: Contractor and By whom prepared: �r3 er_A. COS producer are both responsible :•i'S 10 1 Concrete Source: N P.AIe Scfe-Co S Gals. 20 for added water as per ASTM 70 of water 25 General Contractor- S P4A )Lor j i5 added 30 C-94. Discharge time limit 55 4035 Storage Location: t �d— min. max. 90 min. or 300 revolutions. Curing Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) 10A I-281'3, Th.#\I 6,00`A iZ..00L 213.1e /4,4 q1, 80 'zco b B 2-t9 g0 v /40,8 720, l0 I 4s3a b G i-00 Z. /�, / iz8} �o 45co D 2—oet A / 7•7' /27,623 4490 ALLTESTS CnMPLFTED • • Approved: Concrete Cylinder Test Result CF-11 Briggs Engineering & Testing PROJECT: Eye -C e_P (4 epi4azIo e. > SRIGGS • A Division of PK Associates, Inc. PROJECT#: --)Z%5 Date: t - 2:1- 98 „ ` Client: �._ Cement Brand or Class: Approved Mix Design 9 Location: Co�o :�zs to io Mix proportions L . i—x S t-�->►0�A (by Wt ) 1 cubic yard t rap FLoo e— 6L;4.C5 Amount Cement lbs. 1`1 A Ticket No.: Z164366 Batch Time: [0:(xC> Fine Aggregate lbs. Strength Delivered: 4-1C-60 Coarse Aggregate lbs. Strength Required: Z. I Water Gals. Set No.: Z Time of Test: it ; C10 Water Reducing oz. Truck No.: - I Load #.: b Air Entraining oz. Number of Cyl.:VL/ C.A. Size: Ste Other oz. Slump1. +I Air Content 3 ASTM C-143 Z ASTM C-231/C-173 • Field Unit Weight pcf Target: Concrete Temp.: l 5 Air Temp.: 25 ASTM C-138 ASTM C-1064 W ,7 Remarks: Contractor and By whom prepared: (246', i % 2 7— producer are both responsible :•I•5 5 1 01 Concrete Source: 'c,y p'hL �A�n--GczAm_cr 5 Gals. 20 for added water as per ASTM 70 of water Y5 General Contractor -; K. SC.-AL 4M i5 added i C-94. Discharge time limit 0 Storage Location: min. max. 55504 41 90 min. or 300 revolutions. Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) (sq. in.) pcf ^ LBS. Strength PSI (ASTM C-39L 124 Z-- -- e --V\i ‘-Q9' 1Z-c0 /16.6 e61330 3050 _6 z-z-c t6 .ze /39, Z i07Oq 3790 e. 2-Z-9g 2€ . /,3 7. 'i /o s vp 5 373n Z6 -21-(gg 2- /�f40 /obi« 37c/ -P Approved: ' 74. . 71 ' - ALL TESTS COMPLETED Concrete Cylinder Test Result CF-11 ....- It e6,' PROJECT: BR,GGS Briggs Engineering & Testing c.7 ( p --�'�— a A Division son of PK Associates, Inc. PROJECT#: 7243 Date: 2_- 2 c 9, Client: K.:. Sc A �v,1 Cement Brand or Class: Approved Mix Design Location: (\-T-t,40CL- (, /.S r o I I Mix proportions (by Wt ) 1 cubic yard Amount Cement lbs. frt A Ticket No.: ``7l fG el Batch Time: 9 G Fine Aggregate lbs. Strength Delivered: V6.000 Coarse Aggregate lbs. Strength Required: °� 1 Water Gals. I Set No.: Time of Test: CC ; /S___ Water Reducing oz. Truck No.: ,c, Load #.: 1 Air Entraining oz. 1 Number of Cyl.: V C.A. Size: 3// Other oz. 1IT Slump Air Content ASTM C-143 �j ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.:_ Air Temp.: ASTM C-138 ASTM C-1064 6. Remarks: Contractor and By whom prepared: 806 60.klG/ ai--- producer are both responsible :1 5 10 n,� et Concrete Source: kliz Gals. 1 for added water as per ASTM 70 of water 25 General Contractor ._ ft '.o'`Ie--/-�� i5 added 30 A j t'r;aLc-Mf C-94. Discharge time limit 35 Storage Location: min max. 55504 40 CUSPED WloiA,�Xe% . 90 min. or 300 revolutions. Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 , 28 Day Air Dry Unit Weight:_ pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area. Density Max. Load Compressive Type/Fracture Number Tested at test__ (in.) (in.) (sq. in.) , ocf LBS. Strength PSI (ASTM C-39) , /1A ,2-1 -t. q\)4, .j, 1 12_(C . 2g,7_ /-¢46 _ 6(/_ y-7 , 21 N(i i 3.,1�i . 2 _ /4�,5 C _3-12- 2 _ - - /4.() b 3-12 iia . _ . /40,4 Approved: Atti( 7/ Concrete Cylinder Test Result CF-11 'mailigaddi . roaD BRIGGS• Briggs Engineering & Testing PROJECT: A Division of PK Associates, Inc. PROJECT#: zzis.(„z) Date: 2...- 12 qg Client: Cement Brand or Class: Approved Mix Design Location: it --n_h) C --)--IS -7-6 L 1 Mix proportions (by Wt ) 1 cubic yard Amount Cement lbs. 14.0 Ticket No.: 2:7//0--) Batch Time: Fine Aggregate lbs. Strength Delivered: Coarse A.•re•ate lbs. Strength Rea uired: ?MC) Water Gals. II Set No.: i-.... Time of Test: /7; Z--D Water Reducing oz. Truck No.: /--) Load #.: /0 Air Entraining oz. Number of Cyl.: V C.A. Size: Other oz. Slump Air Content 6.0 • ASTM C-143 ASTM C-231/C-173 . Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: z..-c..- ASTM C-138 .' ASTM C-1064 70 00- Remarks: Contractor-and - - '- -- • -- - - By whom prepared:- g:ti--/ 1rt .7—a.7-- - . - , I :5935 10 . producerare both iresponsible - -- - - :i J - - -1 •- Concrete Source: 1 s Gals. 20 for added;water-as;per ASTM-- - - - 70 - of water _ General Contractor .. . ti ":4)-/e.-.4"/ added difill, A 1 ?1,A4...G ik,ti\l i . ' C-94:- Discharge-time limit- +• --- - - • 60- - - Storage .Location: 14/3).)I_Ngermin. - max. ES904 40 90 min. or 300 revolutions. Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) • (sq. in.) pcf LBS. Strength PSI (ASTM C-39) /74 2-6'- /Lail Z he,7. /4Z--(i (,i 763 ) 24 70 1 , 6 -iz-ilt3 ze , 1 C 3- 12 i 0 N :3.12 ii N . /42-3 • ._ -..., • .: . , .,._, . i ; • • ,!,:- •„; - .•. . ; .. _. , 5. • Approved: Concrete Cylinder Test Result CF-11 ��iGist�� Briggs Engineering & Testing PROJECT: ;� P ti A Division of PK Associates, Inc. PROJECT#: 7Z43 Date: 2-- • i2 -cl Cj \;),..—.50/...._. Client: J . ., 0-1 i Cement Brand or Class: Approved Mix Design Location: 1 -- Dp 6 ,s--t o [ 1 Mix proportions (by Wt ) 1 cubic yard _ Amount _ Cement lbs. H.0 Ticket No.: 21 (OC/P) Batch Time: '): i5 Fine Aggregate lbs. Strength Delivered: 9000 Coarse Aggregate lbs. Strength Required: Y�C c; Water Gals. _ Set No.: ( Time of Test: G Water Reducing oz. Truck No.: 291 Load #.: Air Entraining oz. Number of Cyl.: L/ C.A. Size: 3/4< Other oz. Slump �C)/ Air Content 6.5" ASTM C-143 V /Z,. ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: SS ASTM C-138 ASTM C-1064 /d Remarks: Contractor and By whom prepared: llIO I j :5 5 t0 producer are both responsible H 1 Concrete Source: g� 5 Gals. Y0 for added water as per ASTM 70 of water 25 General.Contractor . _ , °' �`�Th, -5 added 0, C-94. Discharge time limit �t�055 Storage Location: 1,;dr Gnu min. max. 90 4 Coy► w�B��rf kc 90 min. or 300 revolutions. Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-391_, l 11 2 9`i?c) 31)1- ,, `‘ 12.00 is_ 2�166 /4/. Z _ -7g,414 2;770 7) 3-Iz 2e /4/.3 C l 3 l2 zS�_ . _ f-�/ • Id Approved: Concrete Cylinder Test Result CF-11 .51313 Briggs Engineering & Testing PROJECT: BRIGGS�---� A Division of PK Associates, Inc. PROJECT#: ')ZC j63 [Date: I • 41 '16 ,..„ Client: Cement Brand or Class: Approved Mix Design Location: Coe,od-►.ibS C-co 0 Mix proportions (,onz5 ) t-,j,L l\ (by Wt ) 1 cubic yard y*1,*a 'FC_oc� Sc.,A6 Amount Cement lbs. 1-1 !A ,Ticket No.: 2 1O'O I Batch Time: a' 30 Fine Aggregate lbs. ,Strength Delivered: ' Coarse Aggregate lbs. Strength Required: Water Gals. 1 I Set No.: 1 Time of Test: 4<5 Water Reducing oz. Truck No.: 11 Load #.: 4Z Air Entraining oz. -_Number of Cyl.: C.A. Size: 3/7 Other oz. 17 Slump // Air Content 6.0 ASTM C-143 (O /2 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: g3 ASTM C-138 ASTM C-1064 60 Remarks: Contractor and By whom prepared: ,26 Z4>- 7-0 ice' producer are both responsible :1'S 101 Concrete Source: F.y E. SRx() -i-Ge_Av 5 Gal1 s. 20 for added water as per ASTM 70 of water 25 General Contractor J,t( AIIL,A--/L- i5 added 30 C-94. Discharge time limit KI 35 Storage Location: min. max. 90 min. or 300 revolutions. 5 Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM G-39) N 2-3-98 7bA•I , 6.0Y_ IZ.00`' Zs,26" /59F 'Zz,,cto1 z so_ .3) B 2-24-6 /0 /40,6 ii7f397 '//70 C Z-z-4-9fi a . /-W/D /rse: i'oo 3> b 2-24 yg Z$ /39-7 1/7770 y/70 . • Approved: A/Z/2_ ALL TESTS COMPLETED ., . .. ., _., ..._.._, Concrete Cylinder Test Result CF-11 Briggs Engineering & Testing PROJECT: . ' .L I3RIGGS Coe A Division of PK Associates, Inc. PROJECT#: 7 24 Date: 2.- 2 - �J 1 \0112.---10300, -Client: 4. K A ' Cement Brand or Class: Approved Mix Design Location: 41-E_1-v z C --)--)S y c. ( l Mix proportions (by Wt ) 1 cubic yard `Amount Cement lbs. Tom, 0 Ticket No.: 2 24/0—) Batch Time: 010 Fine Aggregate lbs. •4 Strength Delivered: WCZ4) Coarse Aggregate lbs. Strength Required: ,' G Water Gals. Set No.: Time of Test: //, 2- I Water Reducing oz. Truck No.: /—) Load #.: /v Air Entraining oz. Number of Cyl.: V C.A. Size: /4 Other oz. \., Slump Air Content 6,� ASTM C-143 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: ASTM C-138 ASTM C-1064 7d SS Remarks: Contractor and By whom prepared: /� i oT producer are both responsible 5 S 10 t Concrete Source: ,QgY)-1 S Gals. 10 for added water as per ASTM 70 of water General Contractor J. `. c',9>1 A7 added C-94. Discharge time limit CI) Storage Location:Ce&gip 3� w/ rNkcfmin. max. SS 40 90 min. or 300 revolutions. 9J dS Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 128 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf 1;Tecimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) ii /74 2-6- 7hAi 1' I ` , 77, .(1) ,?.g,?.tS /- 2.-el ll1, 763 Z4-70 -IZ 5 Ze I 1 A.9' 6 C 3. 12 Zn l /4�G' 5-1Z ij 29 _ , /4 3 . , . Approved: K Concrete Cylinder Test Result CF-11 e aL PROJECT: C .[�RIGGSBriggs Engineering & Testing (c-_,RQ ...\ti A Division of PK Associates, Inc. PROJECT#: 7 4- Date: _...„.." Client: K. Sc A .--tc"1 Cement Brand or Class: Approved Mix Design Location: iy-1-1,-402 () ']_ S TO I Mix proportions (by Wt ) 1 cubic yard Amount Cement lbs. Nl A Ticket No.: 2-7 f f O / Batch Time: 9. �G Fine Aggregate lbs. Strength Delivered: VC-00 Coarse Aggregate lbs. Strength Required: Water Gas. Set No.: 7 T-- CD ime of Test: ' !0 . ,.S Water Reducing oz. Truck No.: , Load #.: Air Entraining oz. Number of Cyl.: C.A. Size: 3/V Other oz. Slump Air Content 6 0 ASTM C-143 (j ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.:. Air Temps ASTM C-138 ASTM C-1064 Remarks: Contractor and By whom prepared: ey, (.4%tlG-1 ai producer are both responsible :•a'S 5 10 + Concrete Source: ,dg.01-I� Gals. 1 for added water as per ASTM 70 of water 25 General Contractor J. /C A'4-14-/4 :5 added 30 C-94. Discharge time limit 03 35 Storage Location: AT?kdc-6-A4,1J min. max. 55SO4 40 Corowb 1-1/61, kE% 90 min. or 300 revolutions. Curing Box: Curing Temp. F° I CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 ff28 Day Air Dry Unit Weight:_ pcf Unit Weight As Received: pcf !Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture I Number Tested at test (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) /4 A '`l ct a r4\4 (,L " 12.(i Z , 't /446 ,_ (;.-,C 9 2/ �(/ 5 3-2-t 2 t i /,4', C 3-1j- - 'L I _ . . a / ', ) , 3-i2 iE , -4 , . I /-40,4 _ . 1 I ,f4d' z , Approved: ___ . Concrete Cylinder Test Result CF-11 'L PL Briggs Engineering & Testing PROJECT: -�e6-0.�P. 14er mz. �> BRIGGS . A Division of PK Associates, Inc. PROJECT#: 12.%3 Date: I. • Z-1 1 S \-1_1:7, Client: Cement Brand or Class: Approved Mix Design Location: Coc_o :-k-.1 `R, 0 Mix proportions (, , iNS ,-1..,v.Z. �� (by Wt ) 1 cubic yard Z-n-0 FL.eo.. 54, (5 Amount Cement lbs. N A Ticket No.: Z1C.Y O6 Batch Time: LC: XC, Fine Accregate lbs. Strength Delivered: -(CYO Coarse Aggregate lbs. Strength Required: Water Gals. Set No.: Z. Time of Test: 11 : (-(0 Water Reducing oz. Truck No.: 31 Load #.: 6 Air Entraining oz. Number of Cyl.: l-j C.A. Size: SLZ/ Other oz. V Slump �2 Air Content / 3 ASTM C-143 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: l 5 Air Temp.: 2D ASTM C-138 ASTM C-1064 bJ ,70 Remarks: Contractor and 5 By whom prepared: 06 L,�Y •"—or co producer are both responsible ;�-5 101 Concrete Source: S'Kh . Aiw--G9__tue_ _ 1s Gals. 20 for added water as per ASTM 70 of water 25 General Contractor . , K. C..AC., 4H i5 added 1 C-94. Discharge time limit er) k) Storage Location: min. max. S al 90 min. or 300 revolutions. m4 Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) 124 Z-- ? \ I ‘-ar IZ c0,, ' 26 16'' a8,6 g13-30 3060 5 z-24%9 ze I /39, 2 iv7oLla 3790 C C 2-Zd-96 ZS _ /37. q /v s yo 5 373n .1: Z-Zzi- Z3 /-i O /D 6 in l 37. 7) Approved: 14(Z11/ ALL TESTS COMPLETED Concrete Cylinder Test Result CF-11 '6tL Bri azp. (4,06.,,,,t,..„-„, BRIGGS ggs Engineering & Testing PROJECT: &L A Division of PK Associates, Inc. PROJECT#: ~)ZL163 [Date: I • Z1 •4'2'6 Client: Cement Brand or Class: Approved Mix Design Location: Coe-o - .s C-co 0 Mix proportions L t-1 zs I - c- `\ • (by Wt ) 1 cubic yard y'r �cf_. ',A 6 Amount Cement lbs. H 6; Ticket No.: 2"7C)10 1 Batch Time: 30 Fine Aggregate lbs. ,Strength Delivered: qe:CYD Coarse Aggregate lbs. Strength Required: Water Gals. I Set No.: I Time of Test: q-' ,5 Water Reducing oz. Truck No.: 1 1 Load #.: Z Air Entraining oz. Number of Cyl.: < C.A. Size: 3f7 Other oz. Slump /�1 Air Content 6.0 ASTM C-143 f�J 7 . ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: /D Air Temp.: .3 ASTM C-138 ASTM C-1064 10 Remarks: Contractor and By whom prepared: 76,6 LA)TO;r :5205 10 producer are both responsible a 1 Concrete Source: c .')/ E. P;it) -CCAJC,L 5 Gals. 20 for added water as per ASTM 70 of water 25 General Contractor ,tcl, ..A`-1.UA-ki .5 added 30 C-94. Discharge time limit ei0 rr!!yy 35 Storage Location: min. max. 90 min. or 300 revolutions. S 'S Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: _ pcf _Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) IMM 2-3-99 Th / _G_03s IZ-CU' zd,Z6°, i3rF 74 ,ciccl 25SQ .b B 2-244D 2S /40,D //7e 97 1//70 _ C 12-z4 a _ , /-W/0 i/.s��� yiOo D D 1.24`? 46 1 i39- //777o //7o Approved: /1 1Z/1/ ALL TESTS COMPLETED Concrete Cylinder Test Result CF-11 RIG Briggs Engineering & Testing PROJECT:. � roe BRIGGS A Division of PK Associates, Inc. PROJECT#: 7240 Date: Z • i2 -�S Client: J _0-1 Cement Brand or Class: Approved Mix Design Location: t\ gyp? C, -7,5—:, o [ Mix proportions (by Wt ) 1 cubic yard Amount Cement lbs. l q Ticket No.: 'Z1 !O 7 Batch Time: ): i5 Fine Aggregate lbs. I Strength Delivered: WOO Coarse Aggregate lbs. Strength Required: _ ,Cj Water Gals. Set No.: 1 Time of Test: ?=0 Water Reducing oz. Truck No.: Zcj Load #.: I Air Entraining oz. Number of Cyl.: L1 C.A. Size: 3// Other oz. T. Slump C i Air Content ss ., ASTM C-143 V /L ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: —7 Air Temp.: SS ASTM C-138 ASTM C-1064 / Remarks: Contractor and By whom prepared: lO I :03S10 producer are both responsible .r 1 Concrete Source: V;, \A-A..lt_ S Gals. 20 for added water as per ASTM 70 of water 2S General Contractor ._k Sc Ph�.,{a'�- C-94. Discharge time limit ;� added�� Storage Location: AT 7r:Nct `'') I -- min. max. i 55 Cc r b w/B� Hoc 90 min. or 300 revolutions. �d Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf, Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) / A 2-.cl _l �' c. 7 .1 (,e_ /2_VIl 2.6.2e 7.4%. Z -7E3,4I 2-7 70 D I 3•IZ q 2 /4/. 3 ( 13-12-% 2- . _ /4/-I b1_3-(zcl8 z . t / -- 1 . f I, I Approved: 1 CONCRETE PLACEMENT INSPECTION BALLA BRIGGS Briggs Engineering & Testing PROJECT: EXCEL CORPORATION • ` A Division of PK Associates, Inc. PROJECT#: 72463 • INSPECTOR: Bob Lanctot } ARR.TIME: 7:30 am JOB HRS.: 8 -DATE: 2/12/98 CODE: C26 TEMP.: H 55°L WIND: H X L HUMID.: H X L SUNNY CLOUDY X Concrete Source: Bryne Sand & Gravel General Contractor: Scanlan Storage Location: Curing Box: Other: X Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X .. - Steel clearance. X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 Limits -Time Limits . X 1-1/2 hrs. max. Temperature : X 50-90° F Slump ' *X. -, ' : 4 ` Mixing:. • X 70-300 Rev. . . Air content - . X.- -- -5 - .7 % _.. Density _ _ � X ± 3 p.c.f. Location: .A to G column 7.5 through 11 line! slab _,,,, ' Remarks: *Slump fell out of specifications range. All 'results were brought to the attention of the superintendent and approval was given. Method of placement: Chute Pump X Other Load Arr. Truck No. of , Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight _ (min.) (°F) (°F) Deliv. Required water (pcf) 1 8:00 29 12 _ 75' 70° 5.5 5.5 _ 55° 4000 4000 3/4 4 1 30 2 8: 10 31 12 75 _ , 4000 4000 3/4 3..- 8:40 16 _ 11 75 , - 4000 4000 314, 4 -8:50 " 30 12 - ' ' 75-- 4000 4000 3/4 5 9.:00 . 17 _..11` 70 -. -..j 4000- 4000 3/4 6 9:50 29 .12 60 4000 - 4000 3/4 - , : 7 10:00 31 12 ' 50 65°, 6 6 55° 4000 4000 3/4 .4 2 12. 8 10:20 16 11 . 75 4000 4000 3/4 9 10:40 30 12 ` 70 4000 4000 3/4 10 11:00 17 _ 11 50 70° 5 6.6 55° 4000 4000 3/4 4 3 30 ., 11 11:20 29 10 65 4000 4000 3 ,),/d&*"1 ' Concrete Cylinder Test Result CF-11 [�R 1 Ca G S Briggs Engineering & Testing PROJECT: ��J/ ( p ......1.7533/ A Division of PK Associates, Inc. PROJECT#: 294,,3 jDate: 2/5/99 Client: Cement Brand or Class: Approved Mix Design Location: .25/ r/g2Kthh r?e1> Mix proportions /2/4((-'�Fn 1{- (by Wt ) 1 cubic yard Amount Cement lbs. 1V/9 __Ticket No.:,2?J )3 Batch Time:J)35 Fine Aggregate lbs. Strength Delivered: 1/t2O Coarse Aggregate lbs. Strength Required: Gj40 Water Gals. / ) Set No.: Time of Test /105 Water Reducing oz. V Truck No.: /y Load #.: Air Entraining oz. Number of Cyl.: / C.A. Size: 3/y. - Other oz. r Slump L� r`i t i Air Content 9, ASTM C-143 /`1 ASTM C-231/C 17 Field Unit Weight pcf Target: Concrete Temp.: 7 p Air Temp.: o ASTM C-138 ASTM C-1064 Remarks: Contractor and .5 5 10 By whom prepared: gc,q,- producer are both responsible :i 1 Concrete Source: 4/ ! %7 .5,q I&,2X7 1 // for added water as per ASTM 70 ois watddeder 2 General Contractor t5, � 'n/Dh 30 C-94. Discharge time limit 6055 d035 Storage Location:A/me 5/gJ min. max. 90 min. or 300 revolutions. �4 Curing Box: Curing Temp. F° CONCRE I t SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) 14 A 7- i2 y 1 6 (T),.JZV" j ,` ? << /15 3 I /00, G4 5560 D C 5.5-j9 /A 1j- / D 13 s-% ? /3 i-.3 • 1 L ! Approved:--7Ad/ZZ/ . Concrete Cylinder Test Result CF-11 rafi 6 Briggs Engineering & Testing PROJECT: Ey6e/� p SRIGGS 7 \ttitiots/ A Division of PK Associates, Inc. PROJECT#: 414 3 jDate: --?`�/ j' Client: ,� Cement Brand or Class: Approved Mix Design Location:j_s f FiGP,49 5'119h 3e , Mix proportions 19/9ceMpp-/- (by Wt ) 1 cubic yard Amount Cement lbs. /./ffl 999 Ticket No.:2, Batch Time:iZ/_Fine Aggregate lbs. Strength Delivered: 7/0(X) Coarse Aggregate lbs. Strength Required: 7 () Water Gals. Set No.: f 'Time of Test: 95- Water Reducing oz. lN 7 Truck No.: / 3 Load #.: 4- Air Entraining oz. Number of C I.: C.A. Size: - Other oz. Slump Air Content 57 ASTM C-143 /. ASTM C-231/C-13 Field Unit Weight pcf Target: Concrete Temp.: / p Air Temp.: p ASTM C-138 ASTM C-1064 & Remarks: Contractor and B whom •re•ared: F/'%9/244,4,Z producer are both responsible :1 5 101 Concrete Source: Cl' /�dh _$iG x.f�/Q�/ 5 Gals. 20v S �/ / for added water as per ASTM � of water 25 General Contractor ll Q� i5 added 30 / 9 1 C-94. Discharge time limit Op55 35 Storage Location:mew V/�))7 min. max. 90 min. or 300 revolutions. �� Curing Box: Curing Temp. F° CONCRE I L SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Da Air D Unit Wei•ht: •cf Unit Wei.ht As Received: •cf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test in. in. s•. in. •of LBS. Strength PSI ASTM C-39 • `JP\ „ Zc `( " .0" u S.` i - ^e 11111111111111 / - C 3-S E IIIIIIIMII / ' IIII b IIIM M IMI %38y , = I , Approved: ‘ 1 W.," 4' Concrete Cylinder Test Result CF-11 I BRiGGS I Briggs Engineering & Testing PROJECT: Fi 1/ ��-f , A Division of PK Associates, Inc. PROJECT#: < Date: �y�-3 N9e. Client: Cement Brand or Class: Approved Mix Design Location:J.-St Fia?,e, 5/ 3A' Mix proportions •2/19(eMell f- (by Wt ) 1 cubic yard Amount Cement lbs. pg Ticket No.;2q'q Batch Time:giy5 Fine Aggregate lbs. Strength Delivered: L// ,O Coarse Aggregate lbs. Strength Required: 9.e00 Water C'-atc. 1 Set No.: _r Time of Test: "/5D Water Reducing oz. ill— Truck No.: / - Load #.: Air Entraining oz. Number of Cyl.: / C.A. Size: - Other oz. Slump Air Content 5' ASTM C-143 //Z ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: /5 p Air Temp.:3e:, ASTM C-138 ASTM C-1064 ( Remarks: Contractor and • 90 5 10 By whom prepared: 6/^j/rf/26p9 f producer are both responsible :e 1 Concrete Source: L�Qf .$41 f ,91r/ 5 Gals. 20 A �G .)01) J for added water as per ASTM 5 added r 25 30 General Contractor 9 C-94. Discharge time limit 8055 4035 Storage Location:/l/f _a/i9 7 min. max. 90 min. or 300 revolutions. �� • Curing Box: Curing Temp. F° CONCRE i t SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf' Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) t3 2-t % =E-3 ) lC 11 . 12. O 2P.Z /3$_6 _ 6%, 9 3 (56 b 3-S% 2,e _ i31.i //5.3SS wog _ C 3 3•' 2S /3e,5 i/3444' 4Jio .i) b 3-5 e) 26 . /39C/ /, 634 4O C- Approved: *4/Z171- 1 .., ,..._ Concrete Cylinder Test Result CF-11 onAillA ,Grob 6�I�RtGGSI Briggs Engineering & Testing PROJECT: A Division of PK Associates, Inc. PROJECT#: 7/4,,3 Date: 2,5/99 2.}.re Client: Cement Brand or Class: I Approved Mix Design Location: /5/ Pox 5421, .?�.i7 Mix proportions ph:ken-,,^* (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.:2 71Op39 Batch Time:f1,35 l Fine Aggregate lbs. Al/P Strength Delivered: 7000 Coarse Aggregate lbs. Strength Required: 1/00 Water Gain If ,j/ Set No.: _ __� Time of Test: Al5 Water Reducing oz. /V / Truck No.: /y Load #.: Air Entraining oz. Number of Cyl.: __ C.A. Size: VY - 1 Other oz. Slump 41,5.5' t t Air Content ASTM C-143 7 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: 70 Air Temp.: o ASTM C-138 ASTM C-1064 Remarks: Contractor and By whom prepared: gr;An 6,o".,er producer are both responsible - :i.- 5 i01 Concrete Source: /� 1:03/7 -54 1(sr ild 5 Gals. F0 for added water_as.,per-ASTM. - 70 of water_.25 - General Contractor 3 H -,5f ri-1517 - is added 30 C-94. Discharge time limit t305 , 35 - Storage Location:n/ef S/g/j -min. _._ max. 90 min. or 300 revolutions. 904 Curing Box: Curing Temp. F° - -- L...____ CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) t 4A '7-1z4A , .4' .‘)`(O,.' )7.00 mg'' /,51. 5 /0D, 6- 5560 1) 3 S`s 2A i l39/ /6, 057- 4-D70 I) c 3- 'a Zz / 0-/ , 7/3L8 , 4-630 b D 3-s%% 7,6 g i-3 i%3,ZZ z , �oia b .ALL T:STs COMPLETED `2 Approved: I r 1; Concrete Cylinder Test Result CF-11 wi Q i I BRIGGS I Briggs Engineering & Testing PROJECT: e// 607 1 .....\41 A Division of PK Associates, Inc. PROJECT#: 22/ 3 I Date: tithe Client: Cement Brand or Class: Approved Mix Design Location: j5/ ir-Ane thh 17 ' Mix proportions FMKterhPn f- (by Wt ) 1 cubic yard Amount Cement lbs. /VI Ticket No.:. 39 Batch Time: /O35 1 Fine Aggregate lbs. Strength Delivered: 1770 ,Coarse Aggregate lbs. Strength Required: '4 c Water Gals. + V ,7 Set No.: _2.2— Time of Test: j)05 Water Reducing oz. //7 Truck No.: / Load #.: 7 \` I Air Entraining oz. Number of Cyi.: y C.A. Size: 3/y' Other oz. Slump ty X It Air Content 9 ASTM C-143 / ASTM C-231/C 17 Field Unit Weight pcf Target: Concrete Temp.: p ]Air Temp.: 3FD ASTM C-138 ASTM C-1064 ( I 'Remarks: Contractor and By whom prepared: 3ti4,-i Z,51/9,o, - • producer are both responsible :e 5 101 Concrete Source: Jy�)jn _S$ yd i6r'2 2Ie/ 5 Gals. 20 , for added water as per ASTM 70 of water 25 General Contractor 3k hi-, ;5 added 30 t �n C-94. Discharge time limit 3055 d035 Storage Location:�/(W, S/ min. max. 90 min. or 300 revolutions. G74 Curing Box: Curing Temp. F° CONCRE i h SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) _ (in.) (sq. in.), pcf LBS. Strength PSI (ASTM C-39) ,4 I � A 2-i2 7>6, 1 (-),CO r2.00" Ale /,3t). 3 10, �� 3560 I 1> :: 3-5-ti8- 29, /391 /S 05-7- 4D70 C 3-$-8 Z . /0-/ 73 62 8 4-030 b b .3-5-i 2,8 1 1 /35-3 //3;ZZZ -51 /6 ALL TESTS COMPLETED Approved: A Concrete Cylinder Test Result CF-11 B R I G G S J Briggs Engineering & Testing PROJECT: Fib/ ‘,...\Ly......_.. A Division of PK Associates, Inc. PROJECT#: ,y4 3 'Date: - 7/ / e. Client: Cement Brand or Class: Approved Mix Design Location:J-5 . Pi 2,' 5/02 3 7 , Mix proportions -F/ACeMPfYi- (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.;27('qqq Batch Time: 5 lbs. Fine AggregateJ f Strength Delivered: 1/00O Coarse Aggregate lbs. Strength Required: yO Water Gals. ) / 7 Set No.: i Time of Test:93o Water Reducin oz. g �t Truck No.: Load #.: L. Air Entraining oz. Number of Cyl.: ! C.A. Size: 4 Other oz. Slump Air Content 5: ASTM C-143 9/Z ASTM C-231/C:1'73 Field Unit Weight pcf Target: Concrete Temp.: / 5 p Air Temp.: ASTM C-138 ASTM C-1064 0 3� Remarks: Contractor and S 10 By whom prepared: FrjA/269. r 'producer are both responsible :e• t 1 Concrete Source: �, _S4 folxl4'/ 5 Gals. 20 . ) �G .��Q / for added water as per ASTM 70 of water ys General Contractor � ,s added 30 '9 C-94. Discharge time limit 0055 403s Storage Location:/Ih99 5// jJ' min. max. 90 min. or 300 revolutions. 934 Curing Box: Curing Temp. F° CONCRE i E SAMPLES-FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Aft Dry Unit Weight: _ pcf _ Unit Weight As Received: pcf Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test (in.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) 3IN 2-12% -q-b (to° i? c 2 26" /38_b I 090Z0 3 (:SO t3 3-S% 2, 1 /3T-l _ /75365 -¢Cf C 3-S4 Z) . me S //5,44y 4670 1) b 3-5% 24 1389 /i, 64 4O%0 C.— • Att It , , __loom .. Approved: Concrete Cylinder Test Result CF-11 Briggs Engineering & Testing PROJECT: 6 .L BRIGGS �� A Division of PK Associates, Inc. PROJECT#: .7 z4G5 Date: 2- (7 — g ......._ • Client: nA� Cement Brand or Class: Approved Mix Design Location: 4` cj� ( -,s r ° It Mix proportions (by Wt ) 1 cubic yard Amount m ounnt Cement - T1 lbs. .111 Ticket No.: 27/jd-) Batch Time: 1010 Fine Aggregate lbs. Strength Delivered: VCCO Coarse Aggregate lbs. Strength Required: .pic) f' Water Gaffs. Set No.: G J Time of Test: �/- Water Reducing oz. Truck No.: / ") Load #.: /v Air Entraining oz. Number of Cyl.: f C:A. Size: 5/ Other oz. Slump Air Content 6.4 ASTM C-143 0 ASTM C-231/C-173 Field Unit.Weight• • pcf Target: Concrete Temp.: Air Temp.: ASTM C-138 -- . ASTM C-1064 I • �s .AEz �tY Remarks�'tQContractor and - 90 5 By whom:prepared:. &c i 7ro7 producer are both responsible I } 1 ` Concrete Source t ,w S Gats 20 _:. � j� for added water as er ASTM :_. • of*ater _ ,, S added Q� General'Contractor -r . C-94 Discharge time.limit 80 . 40 :ri ' 'Sto.rage;Location: *train. max: 90 min. or 300 revolutions. �4 Curing Box: Curing Temp. F° - = w��CONCRETE SAMPLES FABRICATED'AND TESTED PER ASTM C-31 and C-39 J Fes. 7,4 Fes'' aA• - 28 Day Air Dry Unit Weight:. pcf _Unit Wei ht As Received: pcf Specimen Date ,= Age Dia. Height Area Density ' Max. Load'" Compressive Type/Fracture o Number. Tested at test (in.) i (in.) (en in.) pet ILRS• • Strength PSl (ASTM rs-39) /74 2-64A 71.A 4 4)4 /2 .C6 H ze,26" /4 i 11 ( ,77�. Z.4 70 _,I) 6 3-12%.A Zcr3 /-42--6 /4 7/6. 47 30 2 . i C 3.12.0 Z _ /42.2 //9, /96 4220 D 3-124 2 /42 3 fig,084 4/go b ALL PESTS cOMPLETE© ; - Approved: �� /ci_rod(7/ I Concrete Cylinder Test Result CF-11 RIG Briggs Engineering & Testing PROJECT: (7c, p BRIGGS �y A Division of PK Associates, Inc. PROJECT#: 73 Date• Z- j�• • Client: J. K SC A ....u,A Cement Brand or Class: Approved Mix Design Location: Orri,4v(L g 7.S To ( I Mix proportions (by Wt ) 1 cubic yard Amount . Cement lbs. 4 A Ticket No.: 7-77 I W Y Batch Time: 9:30 t Fine Aggregate lbs. Strength Delivered: 4COO Coarse Aggregate lbs. _ Strength Required: Water Gals. Set No.: :Time of Test: (0 /S • Water Reducing oz. Truck No.: Load #.: Air Entraining oz. Number of CyL:_. C:A. Size: 3/( Other oz. Slump 2 Air Content 6 0 -•- ASTM C-143 ASTM C-231/C-173 Field Unit Weight pcf Target: Concrete Temp.: Air Temp.: ASTM C-138 ,'. . ,ASTM C-1064 c SS Remarks Contractor and41, - By whom prepared: 001 ' VG/ -. FK r WI-i �_l ; - 90 5 10 ,r . , ;,�, producer are both responsible ' jo Concrete Source: ,��0rr, . .&-, Gals _ e .. , . ,,... : . ;. for added water:as er ASTM of water=° .. - / ,p .1e--A - 25 General Contractor 5�; a tr: =# `p� S' added 30 AT�'� 6P-r C-94 Dtscha a bme limit:, 64 35 - Storage Location: � min. max. i ' yW zkrFd.I- W L W/6)h.: , , 4 �;. : sssoa �o Location:. carte , l ' 90 mm. or.300 Tevolutions. Curing Box: Curing Temp. F° _"j.} :s . ` 7, ; '.CONCRETE SAMPLES FABRICATED-AND TESTED PER ASTM31 C- and C-39 - 28 Day Air Dry Unit Weight: pcf Unit Wei ht As Received: pcf Specimen - Date Age- Dia. Height Area Density Max. Load. Compressive Type/Fracture . Number Tested at test (in.) • (in.) ,(so..in.) . pcf LBS. Strength PSI (ASTM C_39)AA . !1A 2-ig 4*. 1,uu1 (2_m'' Ze.n /44,6 66 5'4?9 Si 46 5 3-12,-i2. 1 mrd,S 513, 26b 5660 I. C 3-L2-9 213 I 1 le4 /OZ.5'S3 _moo D b 3-I2 i 26 /444 /4¢SQ/ 3706 1 ALL TESTS COMPLETED • Approved: AV r 1 r , 1 i Concrete Cylinder Test Result CF-11 AAA Briggs Engineering & Testing PROJECT: - 4„ce.......ec, roP P BRIGGS A Division of PK Associates, Inc. PROJECT*: 72.463 Date: .2...• 12 -eig \iii...,;.:....../ Client: 4C. - Cement Brand or Class: Approved Mix Design Location: 1)%—n4)2_6 1,5"-ro 1) Mix proportions (by Wt ) 1 cubic yard Amount Cement lbs. HA Ticket No.:"2,1 IOjP Batch Time: ): 15 Fine Aggregate lbs. -Strength Delivered: 41000 ,.- Coarse Aggregate lbs. Strength Required: . Water Gals. Set No.: .... I Time of Test: c6/*ZS Water Reducing oz. Truck No.: .2,....C) Load #.: I Air Entraining oz. Number of Cyl.: 11 c:A. Size: 3/V Other oz. ; Slump . c// Air Content 6.5 -- ASTM C-143 40 it ASTM C-231/C-173 ' Field Unit Weight pcf Target: Concrete Temp.: --IA Air Temp.: 56 ASTM C-138 ASTM C-1064 it' , . . . , . Remarks: Contractor and By whom prepared: th4 -i-ccrT"-- :,:5C95 10 producer are both responsible 1 Gal Concrete Source - , s., for added water as per ASTM 70•••:. of wate ,r 25 General Contractor ...-k*.t-; e.,pL.,p‘(-. e d tril ‘ i add , C-94. Discharge time limit 60 3 • AT FAm.E7Nrr m n Storage Location:coma. v4 lued cl i . max. 90 min. or 300 revolutions. Curing Box: Curing Temp. F° - • -."5-i.',- -e,s'ArCoh"CRETE SAMPLES FABAICATED,AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Weight: pcf Unit Wei ht As Received: pcf Specimen Date- ' •Age Dia. Height Area Density Max.Load Compressive Type/Fracture Number Tested at test fin.) (in.) (sq. in.) pcf LBS. Strength PSI (ASTM C-39) . ii /5/1 2 458 31)tki ,4 A , /Z.-00 ' ze.7 11 /4/. Z -7A4i4 2:770 D b 3-121) '2 _ , k4/..3 a 641) 4/0 C 3-12-98 2- MO /dcZf 440 b ,3-izig te, I /4.4 /7. 41 -logo ..b ALL TBSTS-CONPLETED .- Approved:.