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HomeMy WebLinkAbout1070 IYANNOUGH ROAD/RTE132 - FESTIVAL MALL TEST REPORTS (2) /O 7v -L y ci,/v O v y { TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 295-.019 X01 GEOBASE ID 41309 ADDRESS 1070 ,IYANNOUGH ROAD/ROUTE PHONE (617)932-1244i HYANNIS, MA;' ZIP 02601- LOT 3 4 5 8 BLOCK LOT SIZE j DBA DEVELOPMENT DISTRICT BA PERMIT 53085 DESCRIPTION FESTIVAL MALL/53SQFT, 100SQFT PERMIT TYPE BSIGR TITLE SIGN PERMIT CONTRACTORS:ARCHITECTS: Department of Health, Safety_ and Environmental Services.' TOTAL FEES: $150.00 BOND .00 IME CONSTRUCTION COSTS $.00 �: Qi► 753 MISC_ NOT CODED ELSEWHERE * BAMSTABIA MASS. 1639. B LDI G DLVI O B DATE ISSUED 05/01/2001 EXPIRATION DATE i `A CAROL BUGBEE TAGR SIGN INDJSTRY CONSULTANT PERMITS, SURVEYS, HEARINGS TAGR CORPORATION O. BOX 441, MA 02563 TELEPHONE(508)888-3933 C - 511 FAX(508) 888-3955 E-MAIL togrcb@aol..com 3 -� sa mTAGR► CAROL BUGBEE SIGN INDUSTRY CONSI ILTANT PERMITS, SURVEYS, HEARINGS TAGR CORPORATION P.O. BOX 441, SANDWICH,MA 02563 TELEPHONE(508)888-3933 CELL (508) 776-4511 FAX (508) 888-3955 E-MAIL tagrcb@aol.corri Town of-Barnstable Regulatory Services Q" Thomas F.Geiler,Director _ 9="R' g Building Division 1639. �e �� ► Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 f/t7 /0-0 Tax Collector� Treasurer U' Application for Sign Permit Applicant: (> Assessors No. . Doing Business As:- �S `�� _Telephone No. ����� 3 cl 3-3 Sign Location Street/Road: 7® -''� Zoning District:'/ `�/Old Kings Highway? Ye IJoiyannis Historic District? Yes/No Property Owner �'� ��-�[yzU'°- 7✓��ir:lC�� � f � � 5 Name: �5 Telephone: TirrGl C .� t o S Address: /0117 1k-If 4 Village: u ej� h r Sign Contractor S y y i h 1 Telephone: Name: Address: l T- Village:, Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions,location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Ye o (Note:If yes, a wiring permit is required) I hereby certify that I am the owner or that I have the authority of the owner to make this application, that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinance. ' Si nature of Owne�/Authorized gent: ,/ Date: �� �-" Size: . �yf-d rv- /00 -JfTr/3 Permit Fee: y7 Sign Permit was approved: Disapproved: Signature of Building Offi ial: G � Date: Z 3 �/r Signl.doc rev.8131198 �' _ .. _ _ ._x......�—. . .,....... . ...., x�.. i . ✓ � tJ 1 i J a 1�:.Li'f..r [—i1 U G .i/ ..l .• .-11-2001 THU 02:41 Phi FAX X0• . � ry P. 05 • 53.0 T(TTAL AGGREGATE so_FT. . G•-T mom Aft PROPOSED ENTRY SIGN AT HWY 132 SCALEV4'=1•-C� NOM TENANT NAMES'SHOWN ARE 71 Cjj- � 1 Hadawa�y Sigpage ' i I I ` 1 W w!1 x cn -- -- - -; Ir CA 97) -IC Vl w I �/�./,•. D O 11 :3^ FRnM 4a S srs 1E03E933iE3 ?-67 i a. Ji'/04 F-?22 r �¢� 1 35W 1 P13 1 a0 a a s=a mie- Ej?-00W, 02,432P Y Town of Barnstable Zoaau�g jjoard of &PpCajs Deci-sion and Notice ,appeal 2001 Om+-emu: of jarzscs Caixpbell Festival MQ Variance- Scr. ion 4.3. Sign Regulations Suia Iary: Granc:d wsth Coudiaons - A kraut. Estate of Tamcs C-.fm.pbell (Festival - PP Properry Addreu. 1070 Iyartnotagh Rd. (Route 132), Hyannis MA Asswa or's NUp/Parcel: Map 255, Parcels 019.XG1 amd Parcel 019.X0 2 K Zoning- Business, l-iB I--iighway Business and Ind. Inds 1141 Zor;ing DISTric:s GrEuiudwatcr'®verlay: GP Grcu.ndwarer Protection Disuic`r RUlief Requcsud' s V Tl�e poti•,-:trier is requesting a Variar:cc to Sectioh 4-3.7 Sign Re,gulatio.ns - S".Fz in a Business DiLstncr + For the height aril size. The petitioner seeks two free standutg signs, The applicant conrends ac.ording to Td:c zoning ,tht Busuiess District would permit two free stan&ng Signs each.12 feK height and 5D sq.ft. in area; at T,E it discretion of rho Building Commission&.•. 4 The petitioner setks z 12 fee':high, 76.36 sq.ft, sign for the.eruaricc onto Hadaway Roid and y a a 16'•6' high, 1�2.5k ;q,ft sign for the nTrance`Onto Route 132 VV 8a&-rouad: The ute 1.5 the Festival Iv1a?l; a 228,051 sq.f1• retail shopping mall located oa 27:16 acres. `The mall is - accesaed fro= boTb Route 13.2 (lyannjugh Road) aad the recently.conzructed Hadaway�oasl. Pza,.edural & H�riug Saivaa�ary: . : � ., .. , -; _ ' • This appeal w-45 filed at the Town Clcrl-'s Office and at the Office of tha Zoning 803 d of Appeals on, November 21, 2,00. ,ka e�tensioa of ticnc for huldir:g the hearing :iud for f;liag of the decision was executed berWe:.a the appliCan-.s a-,3 The Board. A public hearing befoie the Zoning Board of t'�poeals was duly advertised and r,�Tic .s.scAr To all abuzers.sra accordance with MGL Chapter 40:�. The ` hearing was opm. d Jauu •=y �0;2QG1, at whichytime ihi Board grunted the variances. requested With Board Members hearing rl,is`appral werz Toil DeRiems.r, Dan Creeaoa, Gail Nigh"gale,'jereaiy "g Gil:sore a.ad Chairman Ron S. JahsSon, A=rreq'Patdick Butler rcpr�seneod thy.aPpacanc. `} Mr. Butler-press ud-tht propcssl ranting that all signs arc To be located oa the ippuca.ars properry,and, �rFi not oa any public way''He r ,ad the changes that have occ-urred,with the bLZduzg of l iadaway Road ,; T,o the :ear of the plaza. ':he mall was not designed with that aece9s,'usld there tr.au% was the need for a�" sign. He also cited the lacl,o: siguificanT frontage on Rt. 132 and the lads of visibility to the shopping , center. He roTed that there are r.o plans for Signs or:the rear of the buzldizigs as they face onto Hataway Road. The Board sug,e.Ted That tre }plaza street n=bcr should be included ou the signs io Sins 1EC366331E"s T-E" P.OVO4 F- 2's in favor or is o ositiou to this appeal. r d no one Spoke P P 4 lac wa.� iuv,t�a ..o oak au rh� ub speak Findings of Parr e hearin of Jau»ry 10, 2001, the'Soard unanimously found the foilawwg findiug� of f:=t as At tl-: g reiazed to l,,,ppeal 2001.02: , 1. lrb Appeal 2U01-02 tl:e apolica l socks a variance frota Section¢3 Sign Reg latian•s far the 10ctts oS tl;e Festival a retail-;happjng plaza. Thr looms is addseYscd as 1070 fyannot:gh Rd. (P outc 132`1, Hya.2n:sessor's Map 295, varcels oly.Xd1 and 019.XC2. It is locacad in the BusinessB, Highway &usiness and Industrialrict; Zoning Dist and is a!so in the Groun4wac ion Overlay D:strici ?. The applicar:t has petrcunrsed fo: vasiarcc Tt-Lef to allow a sign larger in area cl:au percnitced along Route 132 and a sign, higher aad 1atgcr in area than permitted along Hatawry Road. 3. "rho applicant has shown t:^gae conditions due to the odd shape of the leor, ri unaided =,osnuefy e trontagc on Route 13?and the setback di tbacstance of the butldwga. Those $ the reel runenT of MG1_ Section 10, Chapter 40A. 4. A;iteral enforcEmcnt of the eroviEions of the Zoning Ordinance would iuvalve substantial hardship to the petitioner. 5. Relief may be granted with substantial detriment to the pubic good aAd'u-6tho;4t tlullif slag or substanrially derogating from the intetu-or purpose of the Zoning Ordinance. 6, VC`ith referenLE 10 Hataw'4y Road, c.r' wally the buildings a'eY' situated witlrotst ¢rontagc arta Haraway Road, That also creates a umque candiuon of the locus. -us D►cisiau: Based an the fiadinas of fact, a motion was duly;U%,10 and seconded to grant the"appiicantx' request for -a Variance, subjeCt tc :he follovvuag terms 1r:d,onditious 1. There shall be no more tliw 2 free-standing signs on the property, located 2S prat d 9ed to he $oard cszd sho cvt on p:ara eratitl�d •'Sign Location Plata Festival At y " ,-0' drawn by Daylor Con-,� tang Group Inc. aua ccns4s mg of 2 ;heels - SKI and SK2• 2. ['he si nloag Route-1.3Z shall Clot exceed Ib feet in high au4 not txceed 530 ama area, T r g and not exceed q - sign along Hataway Road shall spot exceed 12 feet iri high g The si s axe to be jocarE, compl:tely on ncc applicant's land. No sign is td sinfringe an the l�yaut 3. of &cute 132 or HHdaway Road 4. I be signs shall be ititexwr lit, s ct si i distiisce on C1thCr Route 132 0:H:tdaw�y Read: The applicant �• Tbc signs shalt nos Ob tsu osed si a shall ao[ imltedc shall pro,-.de a Biped<i.nd stamped plain indicating that the prop g r"vtsibi4r)r in any way or manner,to the Building Depw-r-u=.t at tht time a$19A Perna; ►s applied -- 2 f ar o Sims 16038833163 T-6?' P (4/.)4 r-322 Y' - 6. Ttus sign variance is issued for the entire sire known as the,r-6stival Mall. o $uttue .sib va.�aances will be iseued t0 the sire tuiless this variance i9 presented with tha: future rurst and rcvu R'ed is conjunction with the request. 1,4e v0.. was as follows: AYL' Tom DeRiemer, lean Crerdon, Gail `ii6htingale,,Jeremy Gilmore iLnd Ch an Run S. jansson - : NAY. Noae Ordered: Variaace 2COZ-02 has been granted with coaiditioas, s Appeals of this decision, i.f any, shall be made gursuant.co MGL C'aaptcr 40A,, Secuoa 17, wzO-iul y" twenty (2C) days a+.e: the date of tht hang of decimn. A copy of which mtut be;fled uz r-ht , office of the Town Clerk. • Da.e Signed s OA auZua� xp�o 1 6 , 1 Linda 1 Iutchearder, C:lcrk of chi Towa cif B u=table, Barnstable County, Massachusc.Ts, hzreb y we 20 da s have eta sed since the Zomag Board of Appeals filed tkus do::ision and �,haL no appeal Or'the decision hasbeen filed is the office of the Town Clerk. Signed and sealed this +day o �� under the pains =a penoltirs of porjury. Linda Hutcheandr-r,Town Clerk G t IVI I J MERCANTILE CONSTRUCTION CORP. P.O. Box 67 SOUTH BOSTON, MASSACHUSETTS 02127 DATE JOB NO. (617) 268-1570 ATTENTION oU RE: To u l 17 I r� Cz M lM I�10 hTaz.- �- � �c WE ARE SENDING YOU ttached ❑ Under separate cover via the following items: ❑ Shop dra ings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval For your use ❑ Approved as noted ❑ Submit copies for distribution -- ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: PRODUCT 2463 a Inc,Ord,Mam 01471. If enclosures are not as noted, kindly notify us at once. �I CONCRETE CYLINDER FIELD TEST RESULTS-CF-11 ��--++��±±�+ T , Q ff�� /� Report No: BRIGGS FESTi V �. I1 �I `7I�I��I S Project No: Date Cast:/Q ►/ S Cement Brand APPROVED MIX DESIGN Location: I JIYC1/0/2 or Class: Mix Proportions a. 0 17 Te , (by Wt) 1 Cubic Yard AMOUNT Cement lbs. STRENGTH DELIVERED: Fine Aggregate lbs. STRENGTH REQUIRED: 3C parse Time of Aggregate lbs. Set No. : Test: Water gals, Truck No. : Z / Load No. : Water Number of C. A. Reducer Oz, Cylinders: Size: Air Entraining OZ. Slump: 1 /Z Content: Concrete d Air e Other Temp: 7 Temp: Field By Whom TE-T� sv � R S�Y Unit Weight pcf Prepared: • Contractor ss to Concrete �j1 ,ojat-WC'�F R�Ipy n7fX, and producer are both to is Source: responsible for added 75*- GALS. OF General water as per ASTM WATH Zs Contractor: 1 e2C W C-94. Discharge time 70 ADa so Storage Location: /- limit 90 minutes or 63 35 300 revolutions. eo ss so 45 40 Curing Box: a Other 74 FOR LABORATORY USE 28 Day Air Dry Unit Weight: pcf. Unit Weight as Received: 143. 1. pcf. COMPRESSIVE STRENGTH RESULTS Specimen No. Date Tested Day 7 Day 28 Da 9I� Zv 17 REMARKS: p APPROVED: JGEL I CONCRETE CYLINDER FIELD`TEST RESULTS-CF-11 Report No: r, _SRIGGS Project No: / D z� Date Cast Cement Brand APPROVED MIX DESIGN Location or Class: Mix Proportions f _ _ (by Wt) 1 Cubic Yard 7.5 ,-._' AMOUNT Cement lbs. STRENGTH DELIVERED: 3�JJ I ine. Aggregate. lbs, STRENGTH REQUIRED: oarse Timmee of i Aggregate lbs. ' Set No.: 7 Test:. Water Truck No. : Load No. : als S� Water Number Of C. A. Reducer oz. Cylinders: Size: r Air Slump- Content: Entraining OZ. Concrete Air Other Temp: Temp: � Fie By Whom M Unit Weight pcf Prepared:REMARKS: - Contractor Concrete and producer are both to is t� tS Source: �� �f responsible for added 75 GALS. OF- 20, General water as per ASTM WATER 25 Contractor: 70 ao Storage Location: C-94. Discharge time ds 60 ADDED4 Limit 90 minutes or 35 300 revolutions. 40 Curing Box: Other,. SS so 4S FOR LABORATORY USE 28 Day Air Dry Unit Weight: pcf. Unit Weight as Received: /-�4,57Pcf. COMPRESSIVE STRENGTH RESULTS - Specimen No. Date Tested Da '%,Day 28 Da REMARKS: J4�� R.A opY C�1 n'�'f' .E. APPROVED: .. _nl,nne.t.t.. - . CONCRETE CYLINDER FIELD TEST RESULTS-CF-11 Report No: BRIGGS �eCTi vA J AT H y,"Nl r, Project No: Date Cast: I-aL Cement Brand APPROVED MIX DESIGN Location: or Class: Mix Proportions RWT-AI No 3 FT& (by Wt) 1 Cubic'Yard 6) 9N 9_rzA .w.4.4 3-0 4-- i t.L 3 AMOUNT 12`./ Fa t tT wA't, Cement lbs. STRENGTH DELIVERED: Fine Aggregate lbs. STRENGTH REQUIRED: S. L 3-arse _ Time of Aggregate lbs;. Set No. : :1- Test: 3 U Water gals, Truck No. : Load No. : --Water Number of C. A. 3 a Reducer OZ. Cylinders: Size: r / .s Air Entraining OZ. Slump: /Z Content: Concrete Air d Other Temp' Temp' Field-- By Whom Unit Weight pcf Prepared: rp.T AZ 10-:�V/ t,R REMARKS: Contractor Concrete 2 and producer are both Loos is Source: ��1 Cr responsible -for added - - 75 GAM OF General water as per ASTM wAtHt is Contractor: 70 C-94. Discharge time es ADM so storage g Location: limit 90 minutes or 35 60 300 revolutions. ao Curing Box: Other.: LA SS sc 4S FOR LABORATORY USE 28 Day Air Dry Unit Weight: pcf. Unit*Weight as Received: �3 pcf. OOMPRESSIVE STRENGTH RESULTS Specimen No. Date Tested Day 7 Day 28 Day -�� REMARKS: l APPROVED: JOEL BARRY CHASE, P.E. CONCRETE CYLINDER FIELD TEST RESULTS-CF-11 Report No. f BRIGGS ���.��%U�[�_s �>i�i✓,iia •:C:,� Project No: ,A 0 Date Cast: /U Cement Brand APPROVED MIX DESIGN Location: - L� or Class: _ _Mix Proportions (by Wt) 1 Cubic Yard �SC -PS ri AMOUNT Cement lbs. STRENGTH DELIVERED: Fine Aggregate lbs. STRENGTH REQUIRED: coarse Time of Aggregate lbs. Set No. : Test: U Z.C)' Water qals, Truck No. : z4 Load No. : Z- Water Number of C. A. ,. Reducer Oz, Cylinders- Size: r Air Entraining Oy, Slump: %r!„ Content::! Concrete G . Air v Other Temp: Temp: Field By Whom Unit Weight pcf Prepared: RE—MMMS: Contractor to Concrete and producer are both °S is Source: responsible- for -added 7s GALS.-OF ao General water as per ASTM WATHt 45 Contractor: C-94. Discharge time 70 es AooEn' 30 Storage Location: limit 90 minutes or 35 60 300 revolutions. ss �o Curing Box: Other. so 4s FOR LABORATORY USE 28 Day Air Dry Unit Weight: pcf. Unit Weight as Received: pcf. COMPRESSIVE STRENGTH RESULTS S ecimen No. Date Tested Day Day 28 Da /' 3 491 REMARKS: CHASE, �.�. APPROVED: CONCRETE CYLINDER FIELD TEST RESULTS-CF-11 I Report No: BRIGGS Project No: to / Date Cast: / O Cement Brand APPROVED MIX DESIGN Location: 0 t4 CH,o(2 u or Class: Mix Proportions r , -(by Wt): I Cubic_ Yard -�2.re 7� 2.� Er 1 d-D S AMOUNT Cement lbs. STRENGTH DELIVERED: -3 .l- ine Aggregate lbs. STRENGTH REQUIRED: oarse Time o Aggregate � , lbs: Set No.-: Test: Water gals, Truck No. : 2 � (O Load No. : Water Number of C. A. 3 I., Reducer OZ. Cylinders: Size: r y Air Entraining oz. Slump: Z Content: Concrete o Air o Other Temp: Temp: Field Y Whomp Unit Weight pcf Prepared: 1 F'__1 L e SV [ ,RvKY Contractor s Concrete LAWCA� ,� and producer are both so as �� is Source: J ��� /`�'4�y 1 x responsible for added 20 General ' 's `"AT °f HF(ZCh-NT If CbNS i. CMP, water as per ASTM-. - - 70 WATER- 2s " Contractor: - C-94. Discharge time 63 ADM 30 Storage Location: r4tT _Fo J'602 /32rt/t limit 90 minutes or 35 300 revolutions. 60 so Curing Box. Other: ss so as N 1) N FOR LABORATORY USE 28 Day Air Dry Unit Weight: pcf. Unit Weight as Received: 41 _. a pr' COMPRESSIVE STRENGTH RESULTS o A S ecimen No. Date Tested n;;v 7 Day 28 Da 9 _ _ i `; ` ' 7 7 -47-5 REMARKS: J 0 E L B AIR)RY C H11 A EE, P.E. APPROVED: PR1C MIRE CO-112, , FORM CO-04-03-01-80 FILE CO-03.004.1.1 CONCRETE CYLINDER FIELD TEST RESULTS-CF-11 L _ Report No: BRIGGS H Y A Project No: 9 1 FEST� V �L Date Cast: (O - 3 d - &ci ic'Erfl�L � 4 LiNt 4 Cement Brand APPROVED MIX DESIGN Location: _ or Class Mix Proportions L "f c V./ L 4i3� �V) L C (by Wt) 1 Cubic Yard G ;N. h/ I , L .�. - L , 4. 4, Fo aT(n/ C S . AMOUNT w A e-LS ` v L ,4 S L Cement lbs. 4 STRENGTH DELIVERED: 3 (3 O C) J , Fine Aggregate ]�jg- STRENGTH REQUIRED- Time of oarse Aggregate lbs. - Set No. : Test: 1 o v Water als Truck No. : -Z Load No. : ater Number of C. A. Cylinders: Size: Reducer oz. Air r Entraining OZ. Slump: 5 Content: Concrete o Air o Temp: -7 3 Temp: Z Other Fie By Whom Unit Weight pcf Prepared: S , H 9 Contractor 05 S to Concrete Z_ f�'E�N C Source: and producer are both eo 15 responsible for added 75 GALS. OF 2c General -water.as- per ASTM �a_ WATER 25 Contractor: M L �� N T' L-� C-94. Discharge time so Storage Location: 65 ADM �S limit 90 minutes or 60 40 300 revolutions. Curing Box: ✓ Other: SS S� 45 FOR LABORATORY USE - pcf. Unit Weight as Receive 28 Day Air Dry Unit Weight- COMPRESSIVE 14• t)• Pcf• y• COMPRESSIVE STRENGTH RESULTS 7 Da Specimen No. Date Tested a D 28 Da r3 /1 L7 - z h , u - REMARKS: APPROVED: t i ". ! CONCP--TC CYt.INDER FIELD 'PEST RESliLTS-CF-11 _. Repor t No BRIGGS EST` 14'L Project No: ( �' Z— Date Cast:. L Cement Brand APPROVED MIX DESIGN Location: C ) G or Class: Mix Proportions (by Wt) 1 Cubic Yard L F N I L �1 • �t - L FO(3 AMOUNT Cement lbs. STRENGTH DELIVERED: 3600 105 . Fine Aggregate lbs_ STRENGTH REQUIRED: oarse Time of Set No. : Test: Z Aggregate lbs_ : v C.� Water als Truck 'No. :Z6 g Load No. : 1 Water Number of C. A. 3 �, Reducer OZ. Cylinders: Size: �4 _ � Air Entraining oz_ Slump: 17 Content: Concrete o Air, o Other Temp: 0 Temp: Z Fie By Whom Unit Weight pcf Prepared: 5 A Contractor s Concrete p and producer are both aS 10� is Source: Z_ responsible -for added 75 . GALS. Of 20 General . M & (A NT i L -. water .as per ASTM. _-t _ WATER 7s Contractor: C-94. Discharge time 30 storage Location: 6s ADD g limit 90 minutes or 35 300 revolutions. 60 ss E5 4 0 Curing,Box: �/ Other: - so FOR LABORATORY USE 28 Day Air Dry Unit Weight: pcf. Unit Weight as Received: e41. p pcf. COMPRESSIVE STRENGTH RESULTS Specimen No. Date Tested Da _ 7 Day 28 Da REMARKS: JOFL WIRY RY CHIP".', P. APPROVED: CONCRETE CYLINDER FIELD TEST RESULTS-CF-11 J Report No: � - BRIGGS 6: y� Project.No• Date Cast Cement Brand APPROVED MIX DESIGN Location: lrU✓a-� � I N N C,*o R, or Class: Mix Proportions (by Wt) 1 Cubic Yard k r wF 2, U2v/h �'. o F . AMOUNT Cement lbs. STRENGTH DELIVERED: Fine Aggregate lbs. STRENGTH REQUIRED: S , oarse Time of Aggregate lbs. Set No. : Test: " r x Water gals Truck No. : 2 (n Load No. . Water Number of C. A. Reducer Oz• Cylinders: 4 size: r io Air Entraining Oz, Slump: 4 Content: Concrete o Air a Other Temp: 76 Temp: Field By Whom Unit Weight pcf Prepared: �2 SV ( S {` REMARKS: Contractor s Concrete ' n' 'Auj /G and producer are both to�s is Source: d 12 P M responsible for added 7s GALS OF 20 General �n water.-as per ASTM wATH. 25- Contractor 2�'14c`t(t �rG l-d S 42P, 70 C-94. Discharge time 63 ADM30 Storage Location: limit 90 minutes or 35 300 revolutions. ss s0 45 Curing Box: D Other: i FOR LABORATORY USE _ _- a. 28 Day Air Dry Unit Weight: pcf'. Unit Weight_ as .Received: / •7 Pcf. COMPRESSIVE.STRENGTH RESULTS S l Specimen No. Date Tested Da 7 Da 28 Da 70 2-v t3 /i _f - Sr3 � Zv REMARKS: :IQCL RAMCH SE, P.E: APPROVED: PROCEDURE CO-1/2 FORK CO-04-03-01-80 FILE CO-03.004.L1 CONCRETE CYLINDER FIELD TEST RESULTS-CF-11 v � r FE VA 1"' � Report Noc A/ BRIGGSQ) �`rN/S Project No: 12 Date-"Cast: Cement Brand APPROVED MIX DESIGN Location: 1- =G�. �� l K #j. or_. Class:, Mix Proportions 6 N` rNR �'O ��dM �' "' I o. �• (by Wt) 1 Cubic Yard C-,O r7, v AMOUNT Cement lbs. STRENGTH DELIVERED: ine �rsrn. r y ':Aggregate lbs. v STRENGTH .REQUIRED vv v f S oars9 @ p Aggregate lbs. set"No:t �s Toat Water als Truck No. : 2 Z / s Load No.: Water Number or C. A. 3 N Reducer OZ, Cylinders: Size r Q h. Air_ Entraining OZ. Slump: I Content: Concrete / o Air d Other Temp: / (9 Q Temp: Field By r Unit Weight pcf Prepared:. j f ✓,/��k y • Contractor s Concrete m uu ua/�' I , r and producer are both ss �o is Source: c so responsible for 7s- GALS. Of added _.. 20 General ___-, „� water as per ASTM WATER 23 Contractor: .M E lzck`f// C-94. Discharge time 70 30 Storage Location: 63 ADM IDS. Pau 2 . limit 90 minutes or 35 300 revolutions. eo 4s 40 Curing Box: Other: so a. ss 4 - FOR LABORATORY USE . 28 Day Air Dry Unit Weight: pcf. Unit Weight as Received: , (�; pcf. COMPRESSIVE STRENGTH RESULTS 0 specimen No. Date Tested Day 7 Day 28 Da - 4sso . So 'f 0 REMARKS.: APPROVED: fn�L PA RRY CHASE, P.E. CONCRETE CYLINDER FIELD TEST RESULTS-CF=11 Report No: �1 BRIGGS r�sri v�� AT �AWM y Project No: Date Cast: Cement Brand APPROVED MIX DESIGN Location: or Class -. Mix Proportions (by Wt) 1-Cubic Yard F12 /V7- F,AVr w ow AMOUNT Cement lbs. STRENGTH DELIVERED: 3 cm S.—L lne Aggregate lbs. STRENGTH REQUIRED: . 3 aa-U �i S l coarse.. Aggregate lbs. Set No : Tot;ti �# - . Water. gals Truck No. : (2 / Load No.: : a er Number of C. A. �IA Reducer Oz, Cylinders: Size:: r 0 Air Entraining Oz. Slump: Content_. ...._._. Concrete G Air e Other Temp: 71 Temp: a —Field ` / n Unit Weight pcf PreparedByWhom :?� P, V I !` S Contractor s to Concrete and producer are both �s is Source:-- NA w 1;�r,N C i� to responsible for. added 75 GALS. OF Zo General water as per ASTM 70 wATH 25 Contractor C-94. Discharge time �oEo 30 Storage Location: OZT 7-0 PoUr, R /� limit 90 minutes or es 35 300 revolutions. 60 ss 4s so Curing Box: Nv Other: A, so '• FOR.LABORATORY USE 28 Day Air Dry Unit Weight: pcf. Unit Weight as Received: /�s"•.3 pcf. COMPRESSIVE STRENGTH RESULTS Specimen No. Date Tested Day 7 Day 28 Da -i 0 -/3 33D� -sue M REMARKS: APPROVED:JOEL BARRY CHASE, P.E. —T r- rn_nl.nn4,.T1.... .. i 4 CONCRETE CYLINDER FIELD TEST RESULTS=CF""=11 .` °- - - Report No: SRIGGS Project No G Z /'- L. . 'Date Cast 0 Z 7 Cement Brand APPROVED MIX DESIGN Location: AD - Ls or Class: Mix Proportions . (by Wt) ..1 Cubic Yard ,�U f;- U PIZ- �- AMOUNT i_ Cement lbs. STRENGTH DELIVERED: 3 0 Q d ine _ Aggregate lbs. STRENGTH REQUIRED O Coarse Timeo Set: No : Tes.ts Z,s � Aggregate lbs. Water Truck No: : 2�"7 Load No.a � s gals a Fer Number of C. A. Reducer oz. Cylinders: '¢ Size: Ai r i Air Entraining Oz, Slump:. S Content: - Concrete a Air O Other Temp: ��7` Temp: Z Field By Whom Unit Weight pcf Prepared: �, M A I= RMAAM(S: ntractor S 10 Concrete and producer are both to�s is Source: L A w RE G C responsible for added OATS. OF - 20 General i ,s AN E :TI water as per -ASTM_ - - �a -wA�t2 25 Contractor P� C-94. Discharge time 0 � 0 DOED ao Storage Location: limit 90 minutes or 35 60 300 revolutions. ss asp Curing Box: r/ Other: so FOR LABORATORY USE- 28 Day Air Dry Unit Weight: pcf. Unit Weight as Received: /�.g pcf. COMPRESSIVE STRENGTH RESULTS Specimen No. Date Tested Da . 7 Day 28 Da REMARKS: APPROVED: IC) --I ARRY CHASE, P.E. . - CONCRETE CYLINDER FIELD. TEST.RESULTS-2F-11 BRIGGsmftsTiv/�l Ai uy�NN s Project No: Date Cast: �4 ��8 Cement Brand APPROVED MIX DESIGN Location: gti cj4o(Z--' A" FTrj,S or Class: Mix Proportions _ > VN {.L►�4y 2 O �rZOM Ale (� - - r - d (by Wt) 1'.Cubic Yard uo� ►�►µ►'� G, AMOUNT I Cement lbs. STRENGTH DELIVERED: Fine Aggregate lbs. STRENGTH REQUIRED Coarse Time o Aggregate- lbs: :..- . . Set"'No Test: 2- Water gals, Truck No. : A� 3 Load No. . - Water er Number of C. A. 3 h Reducer Oz- Cylinders: Size: / r Air Entraining OZ. Slump: ;1Z -Content: . Concrete o Air v Other Temp: Temp: 6 E Field By Whom Pi Unit Weight- pcf Prepared: � ( F" (S V t S �� Contractor S to Concrete and producer are both is s Source: responsible for added General s a,,A. water as per ASTM r�- �o w� ss Contractor: M F,Rc&iv T C-94. Discharge time ADO io Storage Location: RD V , Td POv� n�,��-Ed limit 90 minutes or bs 35 �7 300 revolutions. do so Curing Box: Other: ss 4s so No fyl,4 - FOR LABORATORY USE 8 Day Air Dry Unit Weight: pcf. Unit Weight as Received: /yam i—pcf. COMPRESSIVE STRENGTH RESULTS Specimen No. Date Tested Day 7 Day 28 Da REMARKS: �" APPROVED: Iolag A�RRY C' �'a PROrMYRR CC?-1/2. ..,.._..,.... , EQ.RM-CO-04-03-01780.._ __ _.. .._.FILE CO-_03.004.L1 PROJECT: -S T7 V 7 _ /y�il� ... PORT s: RE: CONCRETE PLACEMENT BHIGGS EMP. s- a PROJECT (� ,2. DATE: E: ,9 ARR. TIME: 10,30 JOB HRS.: , p T.T.: a MILEAGE: TEMP.: H4,001.60 ) WIND: H L HUMID: L SUNNY LOUD . NO. OF PAGES TO THIS REPORT: 1 NO. OF ACK UP SHEETS TO THIS R T: --- Concrete placement inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. Check mark indicates compliance. All items in non-conformance ere either corrected during inspectionor noted herein. PREPLACEMENT Weather y: Ih( Steel arrangement s Temperature Ao Steel clearance Forms for gen. regirem't Steel cleanliness Grade preparation Steel support Detailed inspection of reinforcing for size, Quantity, grade, splicing, and configuration is reported separately when performed. PLACEMENT: Concrete placed within limits of ASTM C-94 and contract documents. Check mark indicates compliance. Non- compliance items are either corrected before placement or noted herein. ASTM C-94 Limits ASTMC-94 Limits Time Limits A 1 - 112 Hrs. Max. Temp. Limits 50-90 Deg.F Slump Limits 4"-5" Maximum Mixing limits 70-300 Rev. Air-limits 4--8 Percent Density Limits +/- 3 pcf.. LOCATION: �(2I?rvfrD 7-63 �y tis,'E/ uJrffi�°rY� s u pr%gll )TF;Noe..•47-e F i;t F12C,0-H7i'7C 't5 e4 o.CF Or REMARKS: DAILY TOTAL: 1y 'Yards Placed: TECHNICIAVIA at t, . Cyl. Sets) Made: APPROYED: PROJECT: REPORT RE: CONCRETE PLACEMENT BRIGGS EMP. 18': Z vs PROJECT s: 1 9 Z DATE: l U —( F_- V-G CODE:I I a; ARR. TIME: Z-'c) o JOB HRS.: l T.T.: a MILEAGE:---------------- i 8 TEMP.: HG-Z° L 4 -7 ° WIND: H __. HUMID: -H L SUNNY CLOU ` - NO. OF PAGES TO THIS REPORT: —:3 NO. OF BACK UP SHEETS TO THIS RE T-: Z Concrete placement inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. Check mark indicates compliance. All items in non-conformance are either corrected.durinq . _ inspection or noted herein. PREPLACEMENT: . Weather R AC N St ` o eel arrangement Temperature G - Steel clearance Forms for gen. regirem't Steel cleanliness Grade preparation Steel support Detailed inspection of reinforcing for size, quantity, grade, splicing, and configuration is reported separately when performed. PLACEMENT: Concrete placed within limits of ASTM C-94 and contract documents.. Check mark indicates compliance. Non- compliance items are either corrected before placement or noted herein. ASTM C-94 Limits ASTM C-94 Limits Time Limits 1 - 112 Hrs. Max. Temp. Limits ✓ 50-90 Deg.F Slump limits 4"-5" Maximum Mixing Limits ✓ 70-300-Rev. Air limits 4-8 Percent- Density-Limits - +/- 3 pet- LOCATION: L ; NES �S� t�- S f — iZ) SI�, L � PL) R r - REMARKS: k� i: LALC D w ;T H C, H U ?rt z� PS`, DAILY TOTAL: Yards Placed: 36 TECHNICIAN: Cyl. Sets) Made: 1 APPROYED: ') -y l PROJE-CT: REPORT •: CONCRETE PLACEMENT BRIGGS EMP. �: Zo S PROJECT =: U '� DATE: U z - F5 CODE: ►� -23 ARR. TIME: \ ! d JOB HRS.: T.T.: Z MILEAGE: TEMP.: H-(, Z:L4FQ WIND: H HUMID: H L 3�1NN._ CLOUDY NO. OF PAGES TO THIS REPORT: ?j NO. OF BACK UP SHEETS TO THIS REPORT: Z� Concrete placement inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. Check mark indicates compliance. All items in non-conformance are either. corrected during inspection or noted herein. PREPLACEMENT: >; Weather Steel arrangement Temperature2� Steel clearance Forms for gen. regirem't Steel cleanliness Grade preparation ✓ Steel support Detailed inspection of reinforcing for size, quantity, grade, splicing, and configuration is reported separately when performed. PLACEMENT: _-- Concrete placed within limits of ASTM C-94 and contract documents. Check mark indicates compliance. Non- compliance items are either corrected before placement or noted herein,. ASTM C-94 Limits ASTM C-94 Limits Time limits 1 - 112 Hrs. Max. Temp. Limits ✓ 50-90 Deg.F Slump Limits 4"-5" Maximum Mixing Limits ✓ - 70-300 Rev. Air Limits 4--8.Percent - -Density Limits +/ 3 pcf.. . - LOCATION: U R i'T SU R lv� PS �; r�S - t,S �S PS N - r' Sc 'F-_OOTI 4, REMARKS: ) t'o V lZ l= W C JTt- z� S, �� is ry) ?� DAILY TOTAL: Yards Placed: 3 TECHNICIAN: Cyl.Sets) Made: APPROVED: CONCRETE CYLINDER FIELD TEST .RESULTS-CF-1). ' Report No c �A �✓►S BRIGGS, Project No: Date Cast: Cement Grand APPROVED MIX DESIGN Location: i or Class Mix .Proportions_ _ V1 A L L -(by Wt) 1 Cubic Yard - AMOUNT Y Cement lbs. STRENGTH DELIVERED: 3 a o --Tine- _. -�Q o O . Aggregate .lbs, STRENGTH REQUIRED: oarse ., Time of Z Aggregate:'.- lbs. Set No. : � . Test: .. 3 d Truck No. Z `C�. Load No. : z- Water gals, :. aver Number of C. A. Reducer oz. Cylinders: Size: r i Air r Entraining OZ. Slump: 3 /Z Content: Concrete Air C) Other Temp: S 7 Temp: - Field By Whom _ Unit Weight pcf Prepared: k- • Contractor s to Concrete L�� E N C and producer are both is is Source: - C d S responsible for added 7s' 'GALS,-of 40 General water as per ASTM WATER 25 Contractor. C-94. Discharge time 70 so Storage es ADM Location: limit g0 minutes or 35 300 revolutions. eo 40 Curing Box: Other: ss so as FOR LABORATORY USE 28 Day Air Dry Unit Weight: pcf. Unit Weight as Received: 142 •-r pcf. COMPRESSIVE STRENGTH RESULTS . Specimen No. Date Tested Day 7 Day 28 Da REMARKS: 10EL BARRY r!-�:ncc P APPROVED: i �._tNO. ORT s: CONCRETE PLACEMENT BAIGGS f :: 2c� PROJECT �: 'I 1 6 q Z DATE: 10- 't 7 - CODE: F' � TIME: lZ; v a JOB HRS.: T.T.: a MILEAGE: i Hilo- L Cz� NAND: H � HUMID: L SUNNY LO F PAGES TO THIS REPORT: NO. OF BACK UP SHEETS TO THIS REPORT:ete placement inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. Check mark indicates compliance. All items in non-conformance are either corrected during inspection or noted herein. PREPLACEMENT: Weather - Kj r:J.: � Steel arrangement �- Temperature' L Steel clearance Forms for gen. regirem't ✓ Steel cleanliness Grade preparation vSteel support Detailed inspection of reinforcing for size,quantity, grade, splicing, and configuration is reported separately when performed. PLACEMENT: Concrete placed within limits of ASTM C-94 and contract documents. Check mark indicates compliance. Non- compliance items are either corrected before placement or noted herein. ASTM C-94 Limits ASTM C-94 Limits Time limits ✓ 1 - 112 Hrs. Max. Temp. Limits 50-90 Deg.F Slump Limits ✓ 4"-5" Maximum Mixing limits 70-300 Rev. Air limits _ 4-8 Percent Density Limits 3 pcf LOCATION: REMARKS: ) ��o v R E T Ht, DAILY TOTAL: Yards Pieced: - TECHNICIAN: Cyl. Sets) Made- ► APPROVED: py CHP. 1 ' PROJECX t ;-'� cif - REPOO �: ON CRETE PLACEMENT BRIGGS `` E . s: Z.� PROJECT •: 9 1 (.9 Z DATE: I 0 - L C -��CS CODE: ARR. TIME: 1 1 =M JOB HRS.: 3 T.T.: MILEAGE:'` TEMP.: H --;' L et--) ° WIND: L' HUMID: L SUNNY N0. OF PAGES TO THIS REPORT: NO. OF BACK ACK UP SHEETS TO THIS REPORT: . 2 Concrete placement inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. Check mark indicates compliance. All items in non-conformance are either corrected during i nspection or noted herein. PREPLACEMENT: ` Weather C� �� by Steel arrangement Temperature Steel clearance Forms for gen. regirem't Steel cleanliness Grade preparation Steel support Detailed inspection of reinforcing for size, quantity, grade, splicing, and configuration is reported separately when performed. PLACEMENT: . Concrete placed within limits of ASTM C-94 and contract documents. Check mark indicates compliance. Non- compliance items are either corrected before placement or noted herein. ASTM C-94 Limits ASTM C-94 Limits Time limits ✓ i - 1 /2 Hrs. Max. Temp. limits ✓ 50-90 Deg.F Slump limits ✓ 4--5"Maximum Mixing limits 70-300 Rev. Air Limits — 4-_8-Percent Density Limits — +/- 3 LOCATION: L ; N s ASH - PSG Fod pcf 7.'�i( REMARKS: P o u R E ►,1 T t; L t;J 1 DAILY TOTAL- ; Yards Placed: TECHNICIAN: Cy1. Se (s) Made: i APPROVE CHASE, ' REP RT •_ RE s0 LS c�MpA�� BRIGGS E P. s: z a s PROJECT C 5 Z DATE: Q - G G - t CODE:R. TIME: 1 ( d oJOB HRS.: L- T.T.: a MILEAGE: TEMP.: H '7- L r.(J° WIND: H L HUMID: H _. _. L SUNNY CLOU Y NO. OF PAGES TO THIS REPORT: Z NO. OF BACKUP SHEETS TO THIS REPORT: l -T a _ 5 r`7-F-: i' t\1 F 0 D 1, �J s ��7- ;i T^�.si" A C- C- v f -T N V GC,F—/ � 2E.GU � r�` � �4 33 r Z v r t C � z c v� fa TECHNICIAN: �' --- APPROVED: ' JL E orm - - - - i e - A TI R PORT V PROJECT # : Proc. # : SF 2/2 REPORT # �► � Cqz METHOD OF TESTING (Check one) : Sand Cone Balloon Nuclear Densometer TEST NUMBER: LOCATION: _ ELEVATION: RESULTS % COMPACTION: 44 MIN ;% COMPACTION REQ: MOISTURE CONTENT % : r OPTIMUM MOISTURE i TEST NOT MEETING MINIMUM COMPACTION REQUIREMENT: WHO. :NOTIFIED: : r RECOMMENDATIONS REMARKS: r1/ INSPECTOR: DATE: APPROVA �, 1� r- ��; �� " _ _ �q NOEL BARRY CHASE, R CONCRETE CYLINDER FIELD TEST RESULTS=CF-11 . .Report No: -._: .__.. ... �=s���/�T y, N,� s BRIGGS Project No: Date Cast: Cement Brand APPROVED MIX DESIGN Location: Q 7 a� ctzs- �, �-c— or Class: Mix Proportions ` d 5 d+ N 5 SacI1'N T"� NOr�T _ (by Wt) 1 Cubic Yard - AMOUNT Cement lbs. STRENGTH DELIVERED: --Fine 2 {� Aggregate lbs• STRENGTH REQUIRED: 3(,�g 1 SOU oarse Time of Aggregate lbs. -Set No. : 1 Test: - Water gals, Truck No. : 2 7 D Load No. : , L Water Number of C. A. 3 v Reducer OZ. Cylinders: Size: Air Air Entraining - OZ. Slump: Content: Concrete Air Other Temp: Temp: Field By Whom t. Unit Weight pcf Prepared: E T�I^ �V REMARKS: Contractor s Concrete and producer are both to°S is Source: responsible for added GALS. Of 40 General 7S /�`��/f6 water as per ASTM 70 WATER 23 Contractor: / C-94. Discharge time 65 ADDED 30 Storage Location: A�J / Tv -PQU . limit 90 minutes or 35 300 revolutions. 60 ss SC 4S 40 Curing Box: �b Other: N FOR LABORATORY USE 28 Day Air Dry Unit Weight: pcf. Unit Weight as Received: /��.7 pcf. COMPRESSIVE STRENGTH RESULTS Specimen No. Date Tested Day 7 Day 28 Da /0 - /4 ' REMARKS: P.C APPROVED: �nr L E?r'°.RiiY Ci�:;-t.�t_, FILE C0-03.004.L1 CONCRETE CYLINDER FIELD TEST RESULTS-CF-11 1 ! � -Report No: BRIGGS FF,,-S T' ' S Project No. i Date Cast: Cement Brand APPROVED MIX DESIGN Location: Co nl mo ov l �U,9 or Class: Mix Proportions (by Wt) 1 Cubic Yard AMOUNT. Cement lbs. STRENGTH DELIVERED: V ozz) Fine Aggregate Abs. STRENGTH REQUIRED: `j(-Uj 1 J �t- oarse Time of Aggregate lbs: Set No. : Test: Water gals Truck No. : 26a Load No. : a er Number of C. A. Reducer Oy, Cylinders: Size: Air j/ Air Entraining OZ. Slump: - Content: - Concrete p Air C o Other Temp: Temp: c� Field Whom By _ v ( ,' Unit Weight pcf Prepared: r ! 1 t� j REMARKS: Contractor S to Concrete ^ _ and producer_are both so as is Source: C responsible for added 20 General '�',/ - 75 c��s. of 1A F R(zA N ( , ,r C /� . (©j'1 water as per -ASTM WATER 23 Contractor: 4 NJ 70 s0 Stora a Location: C-94. Discharge time 6S ADM 9 limit 90 minutes or ]S 300 revolutions. 60 SS SC 45 40 Curing Box: Other: �( FOR LABORATORY USE ' r 28 Day Air Dry Unit Weight: pcf.. Unit Weight as Received: pcf.. COMPRESSIVE STRENGTH RESULTS S ecimen No. Date Tested Day 7 Day 28 Da REMARKS: OIEL BARRY APPROVED: C0-03.004..L1 -- t- F JECT`_Ft r ORT s: ` R . REINFORCING STEEL BHIGGS PIM P. s: ^•a (> PROJECT =_ 9 lO 9 DATE: J.G 16 - Q CODE: Pi-- a 3 - ARR. TIME: Q JOB HRS-:.-' TEMP.: H68c' L$5 ° WIND: - .H L HUMID: H L SUNNY . CLOUDY -- NO. OF PAGES TO THIS REPORT: NO- OF BACK UP SHEETS TO HIS REPORT: Reinforcinq steel was inspected for arrangement, cleanliness. and checked against working drawings and reference specifications of ACI-301 for the following items. Check mark indicates compliance. All items in non-compliance are either corrected during inspection or noted below. Inspection of mechanical connectors such as "Cadweld" or "Stricon" are reported separately when performed. Size and Location ✓ Clearance to forms �- Grade, Strenqth 66 Extra bars at openings y Splice Lappinq Adequate ties Spacing Concrete coverage Supports y Stirrup spacing LOCATION AND DRAWING NUMBER: ---- - _c. PI)WWOM D >%o s PSR--� 5. ..To P5 6 P.S6-�► P�S�-T" psC. 3_ . _R-EMARKS:. ... -------------- TECHNICIA APPROYED: PRO ECT:_. J�a �53" U r AT , �t R PORT �: E: CONCRETE PLACEMENT BRIGGS EMP. ": PROJECT �: DATE: 10 - 1 0 - R CODE: PA- ARR. TIME: /o?Cl0 JOB HRS.: -, % T.T-= MILEAGE: TEMP_ HAS°L -� WIND: H HUMID: H L UNNY CLOUDY N0. OF PAGES TO THIS REPORT: NO. OF BACK UP SHEETS HIS REPORT: � Concrete placement inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. Check mark indicates compliance. All items in non-conformance are either corrected during inspection or noted herein. , PREPLACEMENT: Weather SttNM Steel arrangement Temperature 58 ° - Steel clearance — Forms for gen. re ' Steel cleanliness qiremt ✓ Grade preparation Steel support '�— Detailed inspection of reinforcing for size, quantity, grade, splicing, and configuration is reported separately when performed. PLACEMENT: Concrete placed within limits of ASTM C-94 end contract documents. Check mark indicates compliance. Non- compliance items are either corrected before placement or noted herein. ASTM C-94 Limits STM C-94 Limits Time Limits ✓ 1 - 112 Mrs. Max. Temp. Limits 50-90 Deg.F Slump Limits 4"-5" Maximum - Mixing Limits 70-300 Rev. Air Limits 4-8 Percent - Density-Limits +/-3 pcf LOCATION:Cot:1cQG"�-_PLQGD_t�17G.. olEowtet� f ors��o►✓ s % . 7 r �,, Gl G -� Rio 7 N q �-7 I 4:96V. A wnAIs. ..._._� . . y•'7 To 7.J .'� ATo .Q � L'� C— PiPs 5 T � �Ps � To Ps c Ps Psc % Esc.._ REMARKS:CONC1re;+r 1PK_XD _aduij4 CHUTa -------- -- 29 =�Frrz I_NFot2U145 5r1t L �PF-l'6rr,+ �4T,�D NvZF FA _C3�_ Foy_ rrR�)t 6 0 ,o c�... ,.Y1s, s����rn►rtiya6i.J� i�tms -9s1kff _ !b_.1��ty �y)_Cyts, -,FaRR±G��'RJ -- ' -- DAILY TOTAL: O� ` Yards Placed: TECHNICIA Cyl. Set(3) Made: 5ff-r APPROYEDF PROJECT: FEs "r REPORT •: RE:S(�II S , I T�STIN MS�T�' , �- �x� � BRIGGS. EP1P_ _: a G PROJECT =: /G DATE: 0 - CODE: ARR. TIME: I23Q JOB HRS.: :L_ . T.T_: MILEAGES TEMP. H °Lss ° -WIND: L - -� HUMID: H L NMY - CLOUDY . LL NO. OF PAGES TO THIS REPORT: -= N0. OF BACK UP SHEETS' TO THIS-REPORT: Z A2�?iUF D TUp SrTa �T C/3� IfPS,) AMl?.- Compl�7 •� (7 u_�./N-P NS! ......- --- --- T�S i S N nCcor i orgci=(�etc,i7H A/.S.i. /I'1. 02 9�.� ./l�v c/%-�9i2 1�r.�s�ry m.�.,, Ito D y�,�;v ..�9 7 I �1C RCq c-,s OF I�J1 � � � flt / —1 r v- — AM S Sv��2��c/TFy(���/i a,.. � n c CUNs , Co:;N. f?>. . . TFs 14T r30Ttol"t OF FooI�i/� .CGvt- tx ENT, - Carl�Ak il oc1 w gc r: �lc���fiFv ���".� i�-sz�=v�aus�y 1�,�,�izr> •,�%��._ (1'l A X iln v)m J SNs i rj' r _ �U2 �(�2TFt Y� N F 4 2►�'lif I loci/ Rt c R 1 o Surn R l2y SHF r, O TECHNICIAN APPROYED: C : orm : - - - - - i e - REPORT VA/ t�r 4w"19, - PROJECT # : 9� 3c.�# : REPORT # : METHOD OF TESTING (Check one) : Sand Cone Balloon Nuclear Densometer TEST NUMBER: / LOCATION: I-r. z..o (f (� 2. PFA ELEVATION: r36T' o FTG- FT& , RESULTS $ COMPACTION: MIN % COMPACTION REQ: - u ��� o MOISTURE CONTENT % : OPTIMUM MOISTURE . % : TEST NOT MEETING 'MINIMUM COMPACTION REQUIREMENT: �D WHO NOTIFIED: RECOMMENDATIONS: -Z REMARKS: L, LINSPECTOR: �(�� SV I � �y DATE:/ _ APPROVAL* gARRY CHASE, , r PROJECT: �)1 UFrI_' PT - -H <<'� - REPORT BRIGGS RE:Sp IDS Tr STl f45r/Si7//3 EMP. ,W�_ 6 PROJECT 0: 9//. 9-2:- DATE: /a- G - CODE: - 5_ ARR. TIME: /0" JOB HRS.:. T.T.: - - MILEAGE: TEMP-. N 0°L o° WIND: H L -. .- HUMID: H - L UNNY CLOUDY M0. OF PAGES TO THIS REPORT: 2 NO. OF BACK UP SHE IS REPORT: Z � 6aPlOF- TO(�,, SiTF (1-HtzEr, ��N-PIAc,- DENS/Ty 7�--SrS /N nCc.o1zb ANC r W ITH P,•S.T.m . d? NUCIF //L 01-51VS17-y /YInT��'��� /J�D �i jai, ►3 II wi UpEr-W%Flvol=VT of 7 i;, %✓1i 'C �ry •/. !'C;�'. . wt2r pr2Form;-;D 6N 964ile-Jl oy Soy/ T,4gT a.,11S jo jkc DoTTo(r oF Fovli'N-i /N G-ZD , " Z„ 3 y)ONira'Z k XcA VATN5 iF CoWpAc.;/o•v kl�ENI-C6Mr�/ C16N UjASO';;.CU�/tTkr� f,�Orn j?ecd/DUSIy �f- i:=r�r I- i�✓!'� s FUiZ + �ITTN E2 11IrorrnAi►otil �p�./G�=i2�vivc,, %Fa'% ,�E�a�Ts ,e�v/J �a�-iiaNS �k/`•t/' To Sum�►ly TECHNICIA APPROVED: orm - - - - - i e - REPORT 65TW A I PT 1 yt3NN� PROJECT # : Prl c. # : REPORT # : .METHOD OF TESTING (Check one) : Sand Cone Balloon Nuclear Densometer TEST NUMBER:. -� LOCATION: �3G7" owf* psi psA fsG Fs Psi PsF ELEVATION: 661 � 01` aeT• O 0p w RESULTS % COMPACTION: 9LF� MIN : $ COMPACTION REQ: O �5 vi o MOISTURE CONTENT % : , OPTIMUM MOISTURE % : TEST NOT MEETING MINIMUM COMPACTION REQUIREMENT: U,NT r WHO`: NOTIFIED: I RECOMMENDATIONS: REMARKS: ° 1 1 ` / r�J t,.,�l DATE/ W 0 _ �aG1 APPROVAL►,oEL BARRY CHASE, P.E7: INSPECTOR: PE i-E 2 3V _;zs" I'� t� l U PROJECT: F ( ' q �. _)ql �`6� r J t (/ REPORT •_ _ I RESOl�S ; hs(�N9 �D�Nstr f BRIGGS EMP. _: 9 t• - PROJECT = /6 a - DATE: a - r- QG CODE: ,q:,� '.,q ARR. TIME: JOB HRS.: ��: - .: trE'�1 TEHP_: H� L.Ga' WIND L HUHID: H �J =SUNNYCLOUDY N0. OF PAGES TO THIS REPORT: 2 NO. Of BACKUP SHEETS TO THIS REPORT: 2 _JI�QaZ►u � So3 5t�"F i3� 1#��. 1 N�� Ca�m�lc,�11� Tw-6 J/ �./ 9L .. , aFys�7 Y Tp -rs iN �_ i >�;. `�. . �` a jy�uG� l�Ce o n_`t1 ,tug: r.� ;I F:.E U���q�(J� i ��1c'.. i��'t�jUF�1 �� �i #( W f (��AM S supt7telA)7-eMmewr fit°' mp (2c,otiIT7r� ComsT. Coln. - __7 Esr s icy F tz.F Pr-r�Fo2m G9-�'I" fD (3 0i.4 DF ,�'vr�7 S��rc �c r ,.F D ..-...XjMeMa2....� (+T 436T D LrTC-S Oh! BAST wA 1 . 3.�RACFit��Tn -phA�[rt��'v �/R_c �..�cvl�"�� rrzom /��Zi'V/aus.f'Y' �!'•7i-'i�/r1.iN�,J .. 7io BEY !� C�— r"� !�/fy �.�=� (J� C�Aj S J f vz FO VMr F v J N FUt21�"A 1 osi c�ftitr-t�i ce i 1,4,5 F`�'�i�S l J� SU ITS l`��11 s,lTr'd a1,S s , TECHNICIA I APPROYED: ' = orm - - - - - i e - A R PORT FESiIVAI AT �y1NN/ S PROJECT # : Proc. #: REPORT # : METHOD OF TESTING (Check one) : Sand Cone Balloon Nuclear Densometer TEST NUMBER: LOCATION: taucKo2 A"Cvlor 94�T W4.11 RA 5T tA1.4l! ELEVATION: �-r. Or RESULTS % COMPACTION: MIN % COMPACTION REQ: MOISTURE CONTENT % : I OPTIMUM MOISTURE % : 910 , `4 TEST NOT MEETING MINIMUM COMPACTION REQUIREMENT: WHO NOTIFIED: I RECOMMENDATIONS: REMARKS: t 'E INSPECTOR: R r� PT E: 4-� PROVAL: P �. IRE: ROJECT: FEST-I EPORT •: CONCRETE PLACEMENT ERI GS EMP. ": PROJECT ": (, DATE: D --- -S CODE: 4-o2 ARR. TIME--j FF (Z- JOWHRS.:Ta $Ol S T.T.: R rii�i +&! 44 - TEMP.: H G5° L 6S" WIND:"l H) L HUMID: H L.;) UNNY CLOUDY NO- OF PAGES TO THIS REPORT: NO. OF BACK UP SHEETS T IS REPORT: Concrete placement inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. Check mark i ndicates compliance. All items in non-conformance are either corrected during i nspection or noted herein. PREPLACEMENT: Weather Sy�N Steel arrangement Temperature ' b " Steel clearance ` Forms for gen. regirem't y Steel cleanliness Grade preparation Steel support Detailed inspection of reinforcing for size, quantity, grade, splicing, and configuration is reported separately when performed. PLACEMENT: Concrete placed within limits of ASTM C-94 end contract documents. Check mark indicates compliance. Non- compliance items are either corrected before placement or noted herein. ASTM C-94 limits ASTM C-94 limits Time limits ` 1 - 1 /2 Hrs. Max. Temp. Limits ` 50-90 Deg.F Slump limits 4"-5" Maximum Mixing.Limits tT-70-300 Rev. Air Limits 4-8 Percent Density Limits— a4. +%= -3 pcf LOCATION: CDf`IGrG c r k� IN_T�.c .�o��o.w "i �oU9,TioNS - w off. a, o J. rt, prom 1q. ro REMARKS:CDNGreTe ?{Nvm) ?ozry P� S (�C��r �CNUrFDJ REFRZ Tb -f F_11yf0XC1 Al'� �`j�c "pyR-r''C w DAILY TOTAL: Yards Placed: U ' G TECHNICIA a,_AJ Cyl. Set(s) Made' . ....Ste- I F4 APPROYED: PROJECT: _ _ T ._ .- ,#N .7 J . REPORT =: RE: REINFORCING STEEL BIRIGGS EMP. s: a 6 PROJECT DATE: /0 - S- 9 CODE: PA-3-3 ARR. TI ME_�• ; 3C6 JOB HRS.: .�j. S T.T.: TEMP.: HLS L WIND: H L HUMID: H L ' SUNNY CtOUDY .. NO. OF PAGES TO THIS REPORT: I-I NO- OF BACK UP SHEETS TO THIS REPORT: Reinforcinq steel was inspected for arrangement, cleanliness, and checked against working drawinqs and reference specifications of ACI-301 for the followinq items. Check mark indicates compliance. All items in non-compliance are either corrected during inspection or noted below. Inspection of mechanical connectors such as "Cadweld" or "Stricon" are reported separately when performed. Size and Location Clearance to forms Grade. Strenqth 60 Extra bars at openings Splice Lappinq f Adequate ties Spacing Concrete coverage Supports Stirrup spacing LOCATION AND DRAWING NUMBER_ S;D REMARKS: - ._------------- —-- -- (i TECHNICIAN: APPROYEU FRE OJECT- STPORT RE- REINFORCING STEEL BRIGGS EMP_ s: a lv PROJECT s: 9/( 9-2 DATE_ jo -G- CODE: ,q- 3� ' ARR_ TIME. Rrc,FI✓YZ JOB HRS.: 0.. . T-T.: MILEAGE: /�� TEMP_: H p.°L (oQ° WIND: L HUMID: H l SUNNY - CLOUDY NO- OF PAGES TO THIS REPORT: NO- OF BACK SHEETS TO THIS REPORT: r. Reinforcing steel was inspected for arrangement, cleanliness, and checked against working drawings and reference specifications of ACI-301 for the following items. Check mark indicates compliance. All items in non-compliance are either corrected during inspection or noted below. Inspection of mechanical connectors such as "Cadweld" or "Stricon" are reported separately when performed. r: Size and Location Clearance to forms Grade, Strength 6;0 Extra bars at openings Splice Lappinq ✓ Adequate ties v Spacing Concrete coverage Supports ✓ Stirrup spacing LOCATION AND DRAWING NUMBER. S r] - V ,_FT 5 F no,.\,T 4v I EAS REMARKS_ TECHNICIAN ` APPROYED: EL oARRY !PROJECT: �' 5T1 , 1 T ►�ly � r 5 __ r— ::REPORT f RE: CONCRETE PLACEMENT BRIGGS EMP. PROJECT a: ,2 DATE: 10-�6 - g CODE: P14-a3 ARR. TIMH_RFFGR JOB HRS.:To 50/4S T.T.: Z6PO/ 7-- ZZ: 1LEAGE. TEMP.: N V LIDO WIND: L HUMID: N - Uq Y . CLOUDY No. OF PAGES TO THIS REPORT: L NO. OF BACK UP SHEETS TO 91S REPORT: 2 Concrete placement inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. Check mark indicates compliance. All items in non-conformance are either corrected during inspection.or noted herein. PREPLACEMENT:- Weather. SU�� W�NDy Steel arrangement Temperature �`l� Steel clearance Forms for gen. regirem't ✓ Steel cleanliness Grade preparation Steel support '- Detailed inspection of reinforcing for Size, quantity, grade, splicing, and configuration is reported separately when performed. PLACEMENT: Concrete placed within limits of ASTM C-94 and contract documents. Check mark indicates compliance. Non- compliance items are either corrected before placement or noted herein. ASTM C-94 Limits ASTMC-94Limits Time limits 1 - 1 /2 Hrs. Max. Temp. limits t — 50-90 Deg.F Slump Limits 4"-5- Maxi mum Mixing limits 70-300 Rev. Air Limits 4--8 Percent - Density Limits +/- 3 pcf LOCATION: CONC.R_P+ - t �- --T�.C._F-0/lo.w 'A� S ../e!C.7i0 _ ---CO .--j�_cl-GKo��.-�------Frio N.TC��4�7�W R � �-- ...___L�NFS ..�. /a -�, .:•� ,..----. . _ .__ _._.._... .__.. w . REMA62KS /4vNGc (CHOT 01p) DAILY TOTAL: Yards Placed: ` � TECHNICIAN- Cyl. Set(s) Made: �..�&7 y FA APPROYED: ����� [MP CT: F 5T) v�f (4T 14YAKINI..j. ._ R T ONCRETE PLACEMENT IRBIGGS : a G PROJECT �: 6 a2 DATES: /0— — CODE: -� . IME: ��rE12- JOB HRS. ---- TEMP.: H 8 L"" V�I t�D: L HUM91"D: H t,NY CLOUDY N0. OF PAGES TO THIS REPORT: 2, NO. MY BACK UP SHEETS TO THIS REPORT: 2 Concrete placement inspection completed as per ACI-301 and:CContract Documents. A checklist of major items is presented. Check mark indicates compliance. All items in anon-conformance are either corrected during inspection or noted herein. PREPLACEMENT: `/ Weather 5(1 NN L Steel arrangement _ Temperature 0 Steel clearance Forms for gen. regirem't ✓ Steel cleanliness �k Grade preparation ✓ Steel support Detailed inspection of reinforcing for size, quantity, grade, sp$)ici ng, and configuration is reported separately when performed. PLACEMENT: Concrete placed within limits of ASTM C-94 end contract docurments. Check mark indicates compliance. Non- compliance items are either corrected before placement or nasted herein. ASTM C-94 Limits ASTM C-94 Limits Time Limits Y. 1 - 112 Hrs. Max. Temp. Limits �_ 50-90 Deg.F Slump Limits 4"-S" Maxi mum Mixing Li wits _ 70-300 Rev. Air Limits 4-8 Percent` i Density Limits +/- 3 pcf LOCATION.-.C.0.NC.R4Tt_T�+ct� , m-r�c�gFvllowl" .0 Tio" . w REMARKS:CUNUZCro 4,rA9 (Tm.... __F..S.,+-_.._-- ---_-_... 3 __ ►�F e T� 1_N.FU12G t.N 5 . STa► / f��7'0,2� -- T�"�J o - - 8_ DAILY TOTAL: �j1y Yards Placed: 'f ' TECHNICIAIL NS Cyl. Sets) Made: 02 s ti �R APPROVED: PROJECT: / o FEPORT s: IRE: REINFORCING STEEL BRIGGS EMP_ s: PROJECT ,-: /G 2 DATE: CODE: f3�' ARR_ TIME:- "R>iF 6R-JOB HRS_: /..S` T-T_: 1, ---MILEAGE: TEMP_: H a L J W-17N7 H L HUMID:,, L UNNY J C'LOUDY NO. OF PAGES TO THIS REPORT: _Sj NO. OF BACK UP SHEETS TO THIS REPORT: Reinforcing steel was inspected for arrangement, cleanliness, and checked against working drawings and reference specifications of ACI-301 for the following items. Check mark indicates compliance. All items in non-compliance are either corrected durinq inspection or noted below. Inspection of mechanical connectors such as C_adweld" or "Stricon are reported separately when performed. Size and Location Clearance to forms y �_ Grade, Strenqth Extra bars at openings Splice Lappinq y Adequate ties y Spacing Concrete coverage Supports Stirrup spacing LOCATION AND DRAWING NUMBER: ( D, (� rZ A-1 4pte J -10 ez, N r7, D O"m Q. ,i o G , FTCrs 0rn ,—o ---REMARKS: _. .._: .. - _. .__ _........._ TECHNICIA APPROVED: M PROJECT_ �� . E�T VATN�ti� REPORT RE: REINFORCING STEEL BRIGGS EMP_ s: a. (� PROJECT DATE: /d - Z - s CODE: F14- 3 ARR. TIME: JOB HRS.:--. Al, T.T.: MILEAGE: TEMP.: H �`L(o WIND: H L HUMID = H- L SUNNY lOUDY NO. OF PAGES TO THIS REPORT: NO. OF BACK UP SHEETS TO THIS Reinforcinq steel was inspected for arrangement, cleanliness, ,and checked against working drawings and reference specifications of ACI-301 for the following items. Check mark indicates compliance. All items in non-compliance are either corrected during inspection or noted below. Inspection of mechanical connectors such as "Cadweld" or "Stricon" are reported separately when performed: Size and Location Clearance to forms Grade, Strength Extra bars at openings y Splice Lappi nq y Adequate ties y Spacing Concrete coverage Supports 411, Stirrup spacing LOCATION AND DRAWING NUMBER: j— Z REMARKS: TECHNICI -CHAS[&. APPROYED. tEeL 1:3ARHY PROJECT: F5-n VAJ REPORT •: RE: CONCRETE PLACEMENT BRIGGS EMP_ IF: p1 F4 PROJECT DATE: U — 2 -qcy CODE: ARR. TIME: .ZCTU JOB MRS.:- RF 2 10 T.T-:So i s qe,5�c! MILEAGE: TEMP_: H L ° WIND M L HUMID: H L SUNNY DYY NO. OF PAGES TO THIS REPOR : Z NO- Of BACK UP SHEETS TO THIS RE T: 2- Concrete placement inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. Check mark indicates compliance. All items in non-conformance are either corrected during inspectionor.noted herein. PREPLACEMENT: ai Weather DY Steel arrangement :�K _ Temperature Steel clearance Forms for gen. regirem't ` Steel cleanliness + Grade preparation Steel support -$,I Detailed inspection of reinforcing for size, quantity, grade, splicing, and configuration is reported separately when performed. PLACEMENT: Concrete placed within limits of ASTM r-94 end contract documents. Check mark indicates compliance. Non- compliance items are either corrected before placement or noted herein. ASTM C-94 Limits ASTM C-94 Limits Time limits 1 - 112 Hrs. Max. Temp. Limits 50-90 Deg.F Slump Limits 4"-57Maximum Mixing Limits 70-300 Rev. Air Limits 4-8 Percent Density Limits /.- 3 pcf —LOCATI ON:QoAICrafc_ f�ifc .��..,/�t.e ���acv��v� loc.97'161vS O_Commatj_w_k I riGS e-M 13k-D, PID / L.-D h REMARKS:QbNCrGCc PVV-FtD ; P.S:.t , "' 31 n6c CNu?PC-, DAILY TOTAL: Yards Placed: a O TECHNICIA Cyl. Sets) Made: (! SFT `f Ell • APPROYED: f PROJECT: rh STfV,41 47 /1;1, ; �r _ REPORT RE�� 1 1s .�] Is �N5 f=�/siT`/ 1EY , J r�x�F�`" BAIGGS E M P. �: 6 PROJECT �: tj/(o �..2 DATE: /U' Z -b CODE: ARR. TIME: d-o-b JOB HRS.: �� ' T.T_: MILEAGE: --- TEMP.: H ,rO L ° WIND: H L HUMID4H L SUNNY (CLOUD NO. OF PAGES TO THIS REPORT: NO. OF 0 CK UP SHEETS TO THIS REpO?R : 0 C�Rlz� r 0 o.P,. S"ITELq i /a Up N2s 5 , ��i� Comp le J <ru�o //ry-P/XC4 Drrys17-y N S I S. IN W i ff A s- { . (7,1, ey TkS T S W 7 i E Pr tZ Fo G,rrl r () O IY <'3-fI "D V r 7{�,a �5 Y2F!/i�c�S/y Lo ���2G�N� (°o.�PA�Ti�.v wft S �'¢/cv/.�7"r.� FSZGri f�2i=✓/acJ.s l y ,1>/TN�Pir��.v.c�; I ���N 1�U i2 �2 J«U.�%i o� � �d n'!/�Ac 1/env ��r�..f-►1 v'U S' J (2FFfCiz mf9hy r _ ILTECHNICIAN. APPROYED: , —PRO 7 orm - - - - - i e - REPORT PROJECT # : Zo/ p� Proc. # : SF 212/ REPORT # : / METHOD OF TESTING (Check one) : Sand Cone Balloon Nuclear Densometer T EST .NUMBER: / Z LOCATION: COrAm4N ommon/ WAtI jA-', W Irk Lv !Yk OL.sv ELEVATION: 861 . OF 136 `,-F T TC> . RESULTS % COMPACTION: MIN % COMPACTION REQ: MOISTURE CONTENT % : / C OPTIMUM MOISTURE % : C� ' TEST NOT MEETING MINIMUM COMPACTION REQUIREMENT: UiYff WHO NOTIFIED: RECOMMENDATIONS: REMARKS: INSPECTOR: r--- �OEL DATE APPROV PROJECT: q +� REPORT •: ,'OE: CONCRETE PLACEMENT 111116GS EMP_ s: 9_11 PROJECT a: DATE: - CODE: ' ARR. TIME: 12,019 JOB HRS.: T.T.: a r11LEAGE; • jo7g TEMP_: H7`/ L WIND: H HUMID: H SUMN CLOUDY NO. OF PAGES TO THIS REPORT: 3 N0. OF BACK UP SHEETS T HIS REPORT: Concrete placement inspection completed as per ACI=301 and Contract Documents. A checklist of major items is presented. Check mark indicates compliance. All items in non-conformance are either corrected during i nspection or noted herei n. PREPLACEMENT:. Il Weather Steel arrangement y Temperature Lf Steel clearance V Forms for gen. regirem't Steel cleanliness Grade preparation Steel support Detailed inspection of reinforcing for size, quantity, grade, splicing, and configuration is reported separately when performed. PLACEMENT: Concrete placed within limits of ASTM C-94 and contract documents. Check mark indicates compliance. Non- compliance items are either corrected before placement or noted herein. AST M C-94 Li mits ASTM C-94 limits Time Li mits -1 1 - 11.2 Hrs. Max. Temp. Limits - 50-90 Deq.F Slump Limits 4"-5' Maxim um Mixi ng Li mits v 70-300 Rev. Air Limits 4-8 Percent Density Limits _ +/- 3 pcf LOCATION: �L REMARKS: DAI LY TOTAL: // Yards Placed: `�' D _ Cy1..Set(s) Made:: ! TECHNtC1AN_ APPROVED: -- PROJECT: J' r 5Ti VA. 1 -0-T--IA yl+ty"v -S --- \ REPORT s: _ RE: REINFORCING STEEL BHIGGS EMP_ s: PROJECT s: 14 9� . DATE: f�,--//-- CODE: ARR_ TIME_ ; 00 JOB HRS_: ( _ T_T_: 2 MILEAGE F, TEMP_: H &S' L TS WIND: H L HUMID:. H L LSUNNV CtOUDY - NO_-OF PAGES TO THIS REPORT: - ,�ZI NO. OF BACK UP SHEETS TO THIS REPORT: Reinforcing steel was inspected for arrangement, cleanliness, and checked aqainst workinq drawings and reference specifications of ACI-301 for the following items. Check mark indicates compliance. All items in non-compliance are either corrected during inspection or noted below. Inspection of mechanical connectors such as "Cadweld" or "Stricon" are reported separately when performed. Size and Location Clearance.to forms _ Grade, Strenqth b Extra bars at openings y' Splice Lappi nq Adequate ties Spacing v _ Concrete coverage Supports Stirrup spacing LOCATION AND DRAWING NUMBER: U b N '7. dM 2. U �rMl` l�, %� �✓ T*6 REMARKS: TECHNICIA 0- 'Aj_�A APPROVED: PPRJECT: REPORT RE: CONCRETE PLACEMENT � S EMP_ 4V: G PROJECT w: G DATE)0 CODE: ,q-a23 ARR. TIME:-� R�FC�� JOB HRS.7^o So IL 5 T.T.: )e t Coo r1' TEMP.: H� °L WIND: H L HUP11D L Uld'W CLOUDY NO. OF PAGES TO THIS REPORT: NO. OF 0ACK UP SHEETS T1F' S REPORT: Concrete placement inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. Check mark indicates compliance. All items in non-conformance are either corrected during inspection or noted herein. PREPLACEMENT: Weather Sv/1/y Steel arrangement Temperature Steel clearance Forms for gen. regirem't Steel cleanliness Grade preparation Steel support Detailed inspection of reinforcing for size, quantity, grade, splicing, and configuration is reported separately when performed. PLACEMENT: Concrete placed within limits of ASTM C-94 end contract documents. Check mark indicates compliance. Non- compliance items are.either corrected before placement or noted herein. ASTM C-94 Limits ASTM C-94 limits Time limits 1 - 1 /2 Hrs. Max. Temp. Limits 50-90 Deg.F Slump Limits 4"-5" Maximum Mixing Limits 70-300 Rev. Air Limits 4-8-Percent - - Density Limits +/- 3 pcf LOCATION NCI2r� (�P JAC$ 27 O N • 0 i3 To IE o 14 2. o {,. H F l4 j v 3 vM. o� U � .Mlc �. •s ! a �. - *TrcFER- Ta 7k 1N r01r2Cta DAILY TOTAL: 14 Yards Placed: ' - TECHNICIA /viv — Cyl. Sets) Made: F H64 - APPROVED: if r ' CONCRETE CYLINDER FIELD TEST RESULTS-CF-11 BR1GGSUJ}—s, '�TI �/,nr� Report No: Project No: , Date Cast: Cement Brand APPROVED MIX DESIGN Location: W/� I �N 1hl Al, "or Class: _ Mix Proportions (by Wt) 1 Cubic Yard I NF (Zv/)') AMOUNT Cement lbs. STRENGTH DELIVERED: Fine Aggregate lbs. STRENGTH REQUIRED: oarse Time of /. Aggregate lbs. Set No. : _ Test: / Water als Truck No. : �r (o Load No. : a er Number of C. A. Reducer OZ. Cylinders: Size: Air f r: Air Entraining OZ. Slump: Content: Concrete a Air / a Other Temp: �D Temp: to Field By Whom �_�, , Unit Weight pcf Prepared: J '� � CIS Contractor Concrete _ and producer are both os is Source: 10 responsible for added zc General _ y 75 GALS. Of M 'r j..: water as per ASTM 7o WATER Z5 Contractor: ) � I vu A-N , ,. ( dPi;; ( d/,�• C-94. Discharge time 3G Storage Location: limit 90 minutes or 65 35 300 revolutions. boss 45 � Curing Box: N Other: N so p FOR LABORATORY USE 28 Day Air Dry Unit Weight: pcf.. Unit Weight as Received: pcf.. COMPRESSIVE STRENGTH RESULTS Specimen No. Date Tested Day 7 Day 28 Da 4 REMARKS. n n il/ .E• APPROVED: F T: f�ST) vAl 4T l S•:CRETE PLACEMENT HIGGS PROJECT �: a DATE: /,� ��? CODE: j7,4- 23 E: /� - JOB HRS.: T.T.: „ MILEAGE:H G 2°L 5'8° WIND: H L HUMID: H L i MIIY CLOUDY GES TO THIS REPORT: Z NO. OF BACK UP SHEETS TO THIS REPORT: 2lacement inspection completed as per ACI-301 and Contract Documents. A checklist of major items I non-conformance are either corrected duri ng is presented. Check mark indicates compliance. All items in i nspection or noted herein. PREPLACEMENT: Weather SuMNy Steel arrangement Temperature �.2 Steel clearance Forms for-gen. regirem't Steel cleanliness Grade preparation Steel support Detailed inspection of reinforcing for size,quantity, grade, splicing, and configuration is reported separately when performed. PLACEMENT: Concrete pieced within limits of ASTM C-94 and contract documents. Check mark indicates compliance. Non- compliance items are either corrected before placement or noted herein. AST C-94 Limits ASTM C-94 Limits Time Limits J 1 - 112 Hrs. Max. Temp. Limits t/ 50-90 Deg.F Slump Limits ✓ 4"-5" Maximum Mixing Limits 70-300 Rev. Air Limits N R 4-8 Percent Density Limits +/--3 pcf - µ r LOCATION:CoNCQ�i�_P/_9 � /w..7` � `•//eW/N, IoCA�/oNS % Nt�TvIZ ._ _ _....G(//¢'`=.�.., � _ Fz°,"^ --�-.,i °--Q• k� Nis , o N g 1,i Nr.. f 20 n+ j,o ]_0 2. o REMARKS:_CONC/Z'e.._G PIA-Ck-D '- 'Scr_&D_R S•L _-� �..__._ GPu7—,r-p EFE2 To ` E NFokGMS S i; 11c, AILY TOTAL: ards Placed: TECHNICIA 1 yl.Sets) Made:����� y APPROVED: PROJECT: $j►�R� .. ITT. N7f (.1y� S. - - . REPORT RE: REINFORCING STEEL BRIGGS EMP. s: G PROJECT DATE: O -AD-e ? CODE: JOB HRS_T IVC?6 G T-T-= )5IZbjtl I•EA6E TEMP_: H6 `L5 b WIND H L HUMID: H L SUNN CLOUDY NO- OF PAGES TO THIS REPORT: NO- OF BACK 1OWSHEETS TO THIS REPORT: -- Reinforcinq steel was inspected for arrangement, cleanliness, and checked against working drawings and reference specifications of ACI-301 for the following items. Check mark indicates compliance. All items in non-compliance are either corrected during inspection or noted below. Inspection of mechanical connectors such as "Cadweld" or "Stricon" are reported separately when performed. A _ Size and Location Clearance to forms Grade. Strenqth 0- Extra bars at openings Splice Lapping Adequate ties Spacing Concrete coverage Supports Stirrup spacing 0C_ATI0N AND.._DRAW.I.N.G..._NUMBER:-_..__. _"Cya-/R _ H tip_ is AA I S. i TECHNICIA APPROVED: PROJECT: —�=.. ._'l` REPORT •: RE:�,o, I BRIGGS � EMP- •: c9 rl PROJECT = /6 y�, DATE: /4 - / =8 CODE: �- S ARR. TIME: 10-0-0 JOB HRS.: T.T-: MILEAGE: TEMP_: HG ° LSD WIND: H HUMID:!H L SUNNY I CLOUDY N0. Of PAGES TO THIS REPORT:' 2 NO. OF BACK UP SHEETS TO HIS REPORT: CD (pfzaiurs7 Sb('.> SlTF,- /fiT /,07y N��, IfAIO Carr,P/�f�� �ean,h ecsJ— )in1-1�//lC� iTCCU)2DANCl= t,Wlr t7 �;• �.I , M �c/rJ.2 J�/UC�i%/./ /=J✓, i y �Ii�Ti"ltUy: /`I/VD /9i Tb- C DF C U) � a T��7 wr2� r F2r-ohmEv ON C.,46uei usIf0 /-f ie-r, // 1774 sb 13 - �sr�hwLi / l/V/;7 7-4) 'r sZ) �3 �Y10 N�Tn 2 Ca/Yi p•4c-�I oiv Q�Ff rch=t r o�S �r►?cf, N1 C601(-)Arc%/an/ (..a a Fob FufR tt F r ► N t=orv- ,-ilr o/V �G�✓��-2�i/l!/v J `T� ;: a/%s fr✓G �c��f,a�J J TECHNICIAN APPROYED: ?A�>•� PRO=T: orm - - - - - i e - R RT F Es T I V+1 AT H YA NKl1 S PROJECT # : /� i9� Proc. # : 8 2 REPORT # : 13 . 8 METHOD OF TESTING (Check one) : Sand Cone Balloon Nuclear Densometer TEST NUMBER: / Z 13 L LOCATION: ELEVATION: RESULTS $ COMPACTION: �. 3 3- / �� �Ii U yG O 9 3 �3. g 1 / C> / 3. � , � MIN % COMPACTION REQ: bow MOISTURE CONTENT $ : 7, 0 v .� i 4' 3. 9 OPTIMUM MOISTURE % : TEST NOT MEETING MINIMUM COMPACTION REQUIREMENT: WHO NOTIFIED: RECOMMENDATIONS: REMARKS: INSPECTOR: E I � C�V I S �' y DATE: n9 APPROVAL: P-�, J t` I O A& 2 OF 3 - 7�C orm - - - - - i e - REPORT F-ES I i V,4 L AT y1 N Nf S PROJECT # : �} Proc. # : S06*1 REPORT # : METHOD OF TESTING (Check one) : Sand Cone Balloon Nuclear Densometer TEST NUMBER: LOCATION: 1p 6-r 13 -- P143T q PL61— 6 P6T A 7-4 ELEVATION: RESULTS $ COMPACTION: 7/ 8 MIN `$ COMPACTION REQ: 9Q 0 MOISTURE CONTENT % : � , g• 3 � �. 3 � � � d s y ��, 3 �• � �,. 0 OPTIMUM MOISTURE % : . 1 TEST NOT MEETING MINIMUM COMPACTION REQUIREMENT: WHO NOTIFIED: RECOMMENDATIONS: 7 REMARKS: INSPECTOR: DATE. : � T 2 Sv I R S kY /� 7E= p, C o rm - - - - - i e - . R RT FESTi A-r HyAaAlts PROJECT # : // G,2 133 ' ' @ 8• REPORT # : F ( I METHOD OF TESTING (Check one) : Sand Cone Balloon Nuclear Densometer TEST NUMBER: / Q_ LOCATION: P►.oT cT f ELEVATION: RESULTS % COMPACTION: / 93• a MIN. $ COMPACTION REQ: MOISTURE CONTENT .% : 3, 3 2, o OPTIMUM MOISTURE % : R / TEST NOT MEETING MINIMUM COMPACTION REQUIREMENT: 6N� WHO NOTIFIED: JN a RECOMMENDATIONS: REMARKS: INSPECTOR: DATE: APPROVAL: a ♦ u T, �}NcNo12 . c, ? ` Q�' 1 * 2 i IAJO . RF-A F 1 9 rF-s-nv.+L AT HVANNIS 7 PGTgQ S v irez � y 1 i CONCRETE CYLINDER FIELD 'TEST RESULTS-CF-11- .-._. -- Report No: / BRIGGS U) Project No: Date Cast: U^ I Cement Brand APPROVED MIX DESIGN -Location: wa� or Class: Mix__Proportions �. _ - (by Wt) 1 Cubic Yard �•,y�ti �� t f �, ti�~/ -)ti`�t AMOUNT Cement lbs. STRENGTH DELIVERED: Fine Aggregate ]bs. STRENGTH REQUIRED: oarse Time of Aggregate lbs. = Set No. : Test: Water als Truck No. : �J b Load No. : Water Number of C. A. �/` Reducer Oz, Cylinders: L Size: 31Q, Air Air Entraining OZ. Slump: Content: Concrete Air Other Temp: Temp: 7 y Field By Whom Unit Weight pcf Prepared: �,.� ref, REMARKS: Con actor S Concrete and producer are both to•s �� is - Source: responsible for added 75 GAS OF " General water as per ASTM �� WATER ZS Contractor: C-94. Discharge time 0 Ao0 30 Storage Location: limit 90 minutes or 35 cols. 300 revolutions. 60 40 Curing Box: Other: f +. SS SG 4S L - �'�• FOR LABORATORY USE 28 Day Air Dry Unit Weight: pcf. Unit Weight as Received: /¢0 . 2 pcf. COMPRESSIVE STRENGTH RESULTS r Specimen- No. Date Tested Day 7 Day 28 Da _ 2, 19 REMARKS : H, RE APPROVED: v"'A CONCRETE CYLINDER-FIELD TEST RESULTS-CF-11_ Report No: �3- BRIGGS aw ) Project No: - Date Cast: 110 Cement Brand APPROVED MIX DESIGN Location: L ; /OS,4 f 0c) '4 or Class:_ Mix Proportions -(by Wt) 1 Cubic Yard A I\'� 5 . �,, 'J IN, ALL- AMOUNT Cement lbs. STRENGTH DELIVERED: r Fine Aggregate ems, STRENGTH REQUIRED: Coarse Time of Aggregate lbs. Set No. : Test: (Z S Water aals Truck No. : Z 6 7 Load No. : Water Number of C. A. Reducer OZ. Cylinders: i; Size: Air Air Entraining OZ. Slump: Content: Concrete Air e Other Temp: " Temp: 65 Field By Whom ��� Unit Weight pcf Prepared: ` �_ Contractor s Concrete and producer are both toys �o is Source: 6� E �CpiC46 CaIVC responsible for added 7S _ GALS. Of 20- _General ,.- water as per ASTM �� WATER 23 Contractor: C-94. Discharge time .30 Storage Location: limit 90 minutes or 63 ADM 23 300 revolutions. do ss as � Curing Box: Other: N j so FOR LABORATORY USE 28 Day Air Dry Unit Weight: pcf. Unit Weight as Received: /4',�. 2, pcf. COMPRESSIVE STRENGTH RESULTS S ecimen No. Date Tested Day 7 Day 28 Da �9 REDIARKS : P;^.CRY C�-�!`C r, i�.r�_. APPROVED: _ _CONCRETE CYLINDER FIELD TEST RESULTS-C,F-11 P BRIGGS Re ort No I / .` — Project No: G Date Cast: Cement Brand APPROVED MIX DESIGN Location: ' or. Class: Mix Proportions (by Wt) 1 Cubic Yard Z ' !,/`- 1 G L.4( - i L S r AMOUNT G r ) Cement lbs. STRENGTH DELIVERED: Fine Aggregate .lbs, STRENGTH REQUIRED: oarse Time of Aggregate lbs. Set No. : i Test: n Water als Truck No. : 7 Load No. : Water Number of C. A. Reducer oz. Cylinders: Size: Air Air Entraining Oz, Slump: Content: Concrete Air Other Temp- Temp: u "~ Field By Whom Unit Weight pcf Prepared: MARKS: Contractor s 10 Concrete _ and 'producer are both •o°s is Source: V/ I C. ;. responsible for added 40 General 75 GALS. OF A/1 E P C , ti!1 - G- f. water as per ASTM 7 WATER ss Contractor. I' ft� C-94. Discharge time 0 ADDED 30 Storage Location: limit 90 minutes or 35 300 revolutions. do 40 Curing Box: Other ss 4s so FOR LABORATORY USE 28 Day Air Dry Unit Weight: pcf. Unit Weight as Received: pcf. COMPRESSIVE STRENGTH RESULTS Specimen No. Date Tested Day 7 Day 28 Da 17 So G REMARKS: APPROVED: JOWL BARRY CHASE, P.E. PROJECT: _� REPORT +: V RE: CONCRETE PLACEMENT EMP. mr: 2 j PROJECT q/ y -- DATE: CODE: 4- 2 ARR. TIME: JOB HRS.: 3 T_T.: MILEAGE: / aS TEMP.: Hl,!;° L 3 <= ° WIND: H LV HUMID: H L SUNNY ✓ CLOUDY NO. OF PAGES TO-THIS REPORT: / NO. OF BACK UP SHEETS TO THIS REPORT: Concrete placement inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. Check mark indicates compliance. All items in non-conformance are either corrected during inspection or noted herein. PREPLACEMENT- Weather C, Steel arrangement Temperature ��� Steel clearance ✓ Forms for gen. regirem't `� Steel cleanliness Grade preparation Steel support Detailed inspection of reinforcing for aize, quantity, grade, splicing, and configuration is reported separately when performed. PLACEMENT: Concrete placed within limits of ASTM C-94 end contract documents. Check mark indicates compliance. Non- compliance items are either corrected before placement or noted herein. ASTM C-94 Limits ASTM C-94 Limits Time Limits `� 1 - 1 /2 Hrs. Max. Temp. Limits 50-90 Deg.F Slump Limits `' 47-5" Maximum Mixing Limits 70-300 Rev. Air Limits 4-8 Percent Density Limits — +/- 3 pcf LOCATION: �� (,(. Z/ ,��, ��..�%. 'L{;i:: =-.<1— .,,1'�U' �� / w,_...E�•�C_-l.c��... �.c��—J .Q....C'± �-C P5 -- REMARKS: DAILY TOTAL: Yards Placed. 16,n TECHNICIAN: Cyl. Sets) Made: APPROVED: e �A. !- 2'8�RY CHASF. Pb A i PROJECT. . ,REPORT RE: CONCRETE PLACEMENT BRIGGS EMP. IF- ZO s PROJECT a: ! C cf Z. DATE: CODE: ' ;- ARR. TIME: It:- JOB HRS.: _Z- T.T.: 30 MILEAGE: is s TEMP.: H E-4'' L j w" WIND: H HUMI D: H �L�_ SUNNY CLOUDY NO. OF PAGES TO THIS REPORT: NO. OF BACK UP SHEETS TO THIS REPORT: Z. Concrete placement inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. Check mark indicates compliance. All items in non-conformance are either corrected during inspectionor noted herein. PREPLACEMENT: Weather t ' Steel arrangement Temperature 6 Steel clearance Forms for gen. regirem't Steel cleanliness Grade preparation '-' Steel support Detailed inspection of reinforcing for size, quantity, grade, splicing, and configuration is reported separately when performed. PLACEMENT.- Concrete placed within limits of ASTMC-94 and contract documents. Check mark indicates compliance. Non- compliance items are either corrected before placement or noted herein. ASTMC-94 Limits ASTMC-94 Limits Time limits 1 - 112 Hrs. Max. Temp. Limits 50-90 Deg.F Slump Limits 4"-5"Maximum Mixing Limits 70-300 Rev. Air Limits 4-8-Percent Density Limits +/- 3 pcf LOCATION: REMARKS: 11J DAILY TOTAL: - Yards Placed: TECHNICIAN: Cyl. Sets) Made APPROVED: p p PROJECT: V N REPORT •: RE: CONCRETE PLACEMENT BHIGGS EMP. IV: Zo S PROJECT •: 91 6 9Z DATE: 1 0 - 3c) -"E9 CODE: ARR. TIME: I Z: 3v JOB HRS.: 2 T.T.: MILEAGE: /d F_ TEMP.: H 7Z L S'C6 WIND: H HUMID: H CQ UNNY CLOUDY N0: OF PAGES TO THIS REPORT: 3 NO. OF BACK UP SHEETS TO THIS REPORT: Z Concrete placement inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. Check mark indicates compliance. All items in non-conformance are either corrected during inspection or noted herein. PREPLACEMENT: _ Weather C L� r� Steel arrangement Temperature C:�� Steel clearance Forms for gen. regirem't Steel cleanliness Grade preparation Steel support Detailed inspection of reinforcing for size, quantity, grade, splicing, and configuration is reported separately when performed PLACEMENT: Concrete placed within limits of ASTM C-94 and contract documents. Check mark indicates compliance. Non- compliance items are either corrected before placement or noted herein. ASTM C- 94 limits ASTM C- 94 Limits Time limits `� 1 - 1 /2 Hrs. Max. Temp. Limits ✓ 50-90 Deg.F Slump limits 4-- 5" Maximum Mixing Limits V 70-300 Rev. Air Limits _ 4-8 Percent Density Limits +/- 3 pcf LOCATION: f_ c,aT NGS ETA, L 4` 4 c_o C. %N ti �, e4 RS,I ETA.. L_ C CpG L %rJ t�✓I ✓ �i /A z- �s z P.S. J. `t.S, - Z ,4 . 4 REMARKS: � C O (\J F_i H PL_A -T-) lit/J C. N IJ T�. Z) 3D0D DAILY TOTAL: Yards Pieced: 60 TECHNICIAN: Cyl. Sets) Made: APPROYED: anov CHAqF, PA I� [ARR. TIME: JECT_ fV ORT CONCRETE PLACEMENT BRIGGS ZoS PROJECT =: a i G 'I Z DATE: ( U — — g` CODE: I Z - 00 JOB HRS.: z T.T.: > MILEAGE:.: H c�5`1 S1`' WIN.D: H d� HUMID: H _ SUNNY CLOUDF PAGES TO THIS REPORT: 3 NO. OF BACK UP SHEETS TO THIS REPORT:ete placement inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. Check mark indicates compliance. All items in non-conformance areeither correctedduring i nspection or noted herei n. PREPLACEMENT: Weather "`'`' Steel arrangement ` Temperature v� Steel clearance Forms for gen. regirem't ✓ Steel cleanliness Grade preparation Steel support Detailed inspection of reinforcing for size, quantity, grade, splicing, end configuration is reported separately when performed. PLACEMENT: Concrete placed within limits of ASTM C-94 and contract documents. Check mark indicates compliance. Non- compliance items are either corrected before placement or noted herein. ASTM C-94 Limits ASTM C-94 Limits Time limits 1 - 112 Hrs. Max. Temp. Limits 5 0-9 0 Deg.F Slump limits 4"-5" Maximum - Mixing Limits v70-300 Rev. Air Limits 4-8 Percent Density Limits +/ 3 pcf LOCATION: K� FE i h (Z- 4 L : Nam. L4 . ti — LL+ I FOO ( icJ�� �. ; fir • L .4 , 4, 1 -L�{ , � REMARKS: �) L 0 GRE 7 F t L A�. +. 'v �'✓� G N U DAILY TOTAL: Yards Placed: TECHNICIAN: *` Cyl. 5et(s) Made 1 APPROYED: PROJECT:- FS 1 I v'A ,q-T - l i9^111 C -SPORT •: RE: CONCRETE PLACEMENT BRIGGS EMP. •: PROJECT s: /G DATE: //— _5 j CODE: 3 ARR. TIME: Q JOB HRS.: , T.T_: MILEAGE: TEMP.: H L WIND: M L- HUMID: H L SUNNY LOUDY N0. OF PAGES TO THIS REPORT: NO. OF BACK UP SHEETS TO THIS Concrete placement inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. Check mark indicates compliance. All items in non-conformance are either corrected during inspection or noted herein. PREPLACEMENT:Weather 1W �iPPl R!Iy;�yotnont 1.4 Temperature r-� Steel clearancev Forms for gen. regirem't A Steel cleanliness Grade preparation Steel support Detailed inspection of reinforcing for size, quantity, grede, splicing, and configuration is reported se paretely when performed PLACEMENT: Concrete placed within limits of ASTM C-94 and contract documents. Check mark indicates compliance. Non- compliance items are either corrected before placement or noted herein. ASTM C-94 Limits ASTM C-94 Limits Time limits N 1A 1 - 112 Hrs. Max. Temp. Limits 'y/4- 50-90 Deg.F Slump Limits 4"-5" Maximum Mixing Limits 70-300 Rev, Air Limits 4-8 Percent Density Limits +/- 3 pcf LOCATION: Cb 1922I u fv 1-� V O P� SIT`e le r Q.I.�� �I �� ��}►�xlS Svp�v�NT ��n�.vT"' GF T� /�'/�r�, 7%/� G 7C/-Os F- OF REMARKS: r. DAILY TOTAL: Yards Pieced: �� TECHNICIAN Cgl. Set(s) Made: APPROVED: 4`r r PROJECT: _ REPORT RE: CONCRETE PLACEMENT = �HIGGS EMP_ �: Z U j PROJECT 0: I z DATE: 10 - Z-7 - �`� CODE: ARR. TIME: I Z 30 JOB HRS.: 2 T.T.: MILEAGE: / -1--8` TEMP.: H71 °L S7b WIND: H © HUMID: H NV CLOUDY NO. OF PAGES TO THIS REPORT: NO. OF BACK UP SHEETS TO THIS REPORT: Z Concrete placement inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. Check mark indicates compliance. All items in non-conformance are either corrected during i nspection or noted herein. PREPLACEMENT: _ Weather Steel arrangement Temperature 6 a Steel clearance Forms for gen. regirem't Steel cleanliness Grade preparation Steel support `J Detailed inspection of reinforcing for size, Quantity, grade, splicing, and configuration is reported separately when performed. PLACEMENT: Concrete placed within limits of ASTM C-94 and contract documents. Check mark indicates compliance. Non- compliance items are either corrected before placement or noted herein. ASTM C-94 Limits STMC-94 limits Time limits 1 - 112 Mrs. Max. Temp. Limits 50-90 Deg.F Slump Limits 4"-5" Maximum Mixing Limits 70-300 Rev. Air limits 4-8 Percent Density Limits +/- 3 pcf LOCATION: LO 1-. r rJG DOL!c v1/ ,4L. LS I REMARKS: �T c `�� �; c = 0 o f DAILY TOTAL: Yards Placed: y ��T�� TECHNICIAN: Cyl. 5et(s) Made: APPROVED: n i m r-1 c, ." PROJECT: ��- REPORT •: RE: CONCRETE PLACEMENT - BRIGGS EMP. •: �. a PROJECT •: `t ( 4 . Z_ DATE: - - $-4 CODE: PA-"e. l ARR. TIME: I .- Do JOB HRS.: t {.!Z_- T.T.: ,?d MILEAGE: i1 TEMP.: H 6-Z` L Ito WIND: - H. .. �1 HUMID: H UNNY CLOUDY NO. OF PAGES TO THIS REPORT: NO. OF BACK UP SHEETS TO THIS REPORT: Concrete placement inspection completed as per ACI-301 and Contract Documents. A checklist of major itemi is presented. Check mark indicates compliance. All items in non-conformance are either corrected during inspection or noted herein. PREPLACEMENT: Weather Steel arrangement Temperature Steel clearance �- Forms for gen. regirem't Steel cleanliness - Grade preparation Steel support Detailed inspection of reinforcing for size, quantity, grade, splicing, and configuration is reported separately when performed. PLACEMENT: Concrete placed within limits of ASTM C-94 and contract documents. Check mark indicates compliance. Non- compliance items are either corrected before placement or noted herein. ASTM C-94 Limits ASTMC-94 Limits Time limits 1 - 112 Hrs. Max. Temp. Limits 50-90 Deg.F Slump Limits 4"-5" Maximum Mixing limits `f 70-300 Rev. Air Limits _ 4-8 Percent_ . _ Density Limits 3 pct LOCATION: REMARKS: ; 3 a DAILY TOTAL: Yards Placed: TECHNICIAN: Cyl. Sets) Made ` APPROYED: ` PROJECT:-f ESTI V F L- - nT _NYANN1s . - PORT Jr: _ RE: REINFORCING STEEL BRIGGS EMP_ s: 9 PROJECT s: /G 92 DATE: / _ Z - g CODE: F.4 -33 APR. TIME: 3 JOB HRS_: 3, Q T-T.: MILEAGE: -1,da. TEMP.: H - LSS WIND: H L HUMID: _ H SUNNY _ CLOUDY NO. OF PAGES TO THIS REPORT: "NO. OF BACK LTP7§HEETS TO THIS R Reinforcinq steel was inspected for arrangement, cleanliness, and checked aqainst working drawings and reference specifications of ACI-301 for the following items. Check mark indicates compliance. All items in non-compliance are either corrected during inspection or noted below. Inspection of mechanical connectors such as "Cadweld" or "Stricon" are reported separately when performed. Size and Location Clearance to forms Grade, Strenqth D Extra bars at openings Splice Lappinq Adequate ties Spacing Concrete coverage Supports ci Stirrup spacing _LOCATION AND DRAWING NUMBER: ,� _ REMARKS= TECHNICIAN- APPROVED: i PROJECT: AT- REPORTN - - ��-S-r�v,51 s_ RE: CONCRETE PLACEMENT BRIGGS EMP. �: PROJECT =: 6og2 `:, DATE: //— .2 —� CODE: ARR. TIME: Fi�ffQ JOB MRS.TG� T.T-: �i%oo/�T TEMP.: H r L WIND: H HUMID: - H SUNNY C UD NO. OF PAGES TO THIS REPORT: NO. OF BACK UP SHEETS TO THIS REPORT: Concrete placement inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. Check mark indicates compliance. All items in non-conformance are either corrected during inspection or noted herein. PREPLACEMENT: - Weat her C�d U�`� Steel arrangement. U Temperature Steel clearance Forms for gen. regirem't Y Steel cleanliness Grade preparation ` Steel support v Detailed inspection of reinforcing for size, quantity, grade, splicing, and configuration is reported separately when performed PLACEMENT: Concrete placed within limits of ASTM C- 94 and contract documents. Check mark indicates compliance. Non- compliance items are either corrected before placement or noted herein. ASTM C-94 Limits ASTM C-94 Limits Time Limits 1 - 112 Hrs. Max. Temp. Limits 50-90 Deg.F Slump Limits 4"-S" Maximum Mixing Limits 70-300 Rev. Air Limits 4-8 Percent Density Limits 3 pcf LOCATION: coNc r-e P*Clvo ,ty TIr Fo Ito Cr „vc 40c,4,7-,a F'6.-s > - 3, y REMARKS: - 1 DAILY TOTAL: v Yards Placed: TECHNICIA : Cy1. 5et(s) Made 1!l S#'T yh/A- APPROYED: _J ro Jur-ILT107it. PROJECT: N FAT Y� � REPORT •: RE: ]BRIGGS EMP. 1w: Q PROJECT =: ,,Z DATE:�ell — $ CODE: — 7 ARR. TIME: t7F& E2 JOB HRS.: U ST�� T T = /00r7` - TEMP.: H L 5 WIND: H L HUMID: H SUNNY CLOUDY NO- OF PAGES TO THIS REPORT: 2 N0 OF BACK UP:SHEETS TO THIS - 2 Co ✓hp D ry,\,A S ON TZy .�.. N S P FFGI c u w of`t N X F. 1 ni 4 A, T" (, a85n2uSc7 eor,SrQuc.Tioc l Or' C.2) P(2i,c,,_n r'o� Larn Pl-cc5/atti I%STi �Y FAr3Q�C,� ia� i7 ( 31 Cy IS jcor C-�1ovT Tj1-i �/5 TECHNICIA APPROYED: r r , ROJECT: Z �I j� N ill REPORT s= RE- REINFORCING STEEL BRIGGS EMP_ s: 6 PROJECT s: (, DATE_ / - /Q - 8 CODE= - 37 ARR_ TIME_ .� � R nJOB.HRS_^ y T-T.: ' 3- MILEAGE_ Jam TEMP_: H 'S LHS ° WIND: H HUMID: H UN CLOUDY NO. OF PAGES TO THIS REPORT: NO. OF BACK UP SHEETS TO THIS REPORT: -- Reinforcinq steel was inspected for arrangement, cleanliness, and checked against working drawings and reference specifications of ACI-301 for the following items. Check mark indicates compliance. All items in non-compliance are either corrected durinq inspection or noted below. Inspection of mechanical connectors such as ` "Cadweld" or "Stricon" are reported separately when performed. Clearance to forms y Size and Location y Grade, Strength 4 d Extra bars at openings Splice Lappinq Adequate ties Spacing Concrete coverage Supports Stirrup spacing i LOCATION AND DRAW I NG NUMBER:? ETA 1 ` Al2a�A 1-�_�5-h �-A N D Leo r 59• 1 i--l.N , l til I< F2o m (AjA I i , o til H. 5 1-i nI E ✓o J C' FTC , o H ij, 5• L►'M t, F(Zorn': To Ii. -D C� FT C DN N , �. �NF rrarr; I� , 1, !, REMARKS: TECHNICIA - A''ti A/VLA'�t APPROYED: • F CT:T •: RE: CONCRETE PLACEMENT BBIGGS IMP_ _: (s PROJECT =: G DATE: —/O— CODE: r .a ARR. TIME: O O JOB HRS.: T.T. MILEAGE: - TEMP.: H 5S°Ly5° WIND: H L HUMID: H L SUNNY CLOUDY _ _ NO. OF PAGES TO THIS REPORT: 1 NO. OF BACK UP SHEETS IS REPORT: 2 Concrete placement inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. Check mark indicates compliance. All items in non-conformance are either corrected during � i nspection or noted herei n. PREPLACEMENT: Weather S y?JNy Steel arrangement Temperature 5,� ° Steel clearance Forms for gen. regirem't Steel cleanliness ` Grade preparation N A Steel support Detailed inspection of reinforcing for size, quantity, grade, splicing, and configuration is reported separately when performed. PLACEMENT: Concrete placed within limits of ASTM C-94 and contract documents. Check mark indicates compliance. Non- compliance items are either corrected before placement or noted herein. ASTMC- 94 Limits ASTMC-94 Limits Time Limits 1 - 1 /2 Hrs. Max. Temp. limits I-- 50-90 Deg.F Slump limits '� 4"-5" Maximum Mixing limits y 70-300 Rev. Air Limits 4-8 Percent Density Limits +/- 3 pcf LOCATION:C,0J C 7-IT rN i�� ��cwrtii� �. L?) W r, 11 . oN H • R L H5 w A II , o I,/,t Fr)W) 14,4 TC H G Fr Cr, oM H 2 Lt /rL- rrror-' To Ai .- REMARKS:L'vVG2c-te 3�U-0 �� S,T, 3/� n fiCE • . J - �F, P,rZ 1b REC`NrOkC1Ku,;, `� . a DAILY TOTAL: N Yards Placed: 30 , 0 TECHNICIAII;'.�n,���,�\/1Tv•J_'.?-�, Cyl. Set(s) Made: 1---T y PA APPROYEDJ F PROJECT: CM�fi�'J r:;'` A T H YA-NN 1, - - REPORT s: ` RE: MASONRY FIELD INSPECTION GS I - �: / O — CODE: ---� PROJECT DATE: //— LNO- TIME: R+FrrC T'n JOB HRS.: . �� T.T.: P.: H6 ' L-(� ° WIND: H L HUMID: H L SUNNY CLOUDY F PAGES TO THIS REPORT: NO. OF BACK UP SHEETS TO IS REPORT: Masonry inspection completed as per contract documents. A checklist of major items is presented. Check mark indicates compliance. All items in non-compliance are either corrected during inspection or noted herein. 1 . Brick being stored on site correctly. 2. Mortar proportions, procedure, and temperature checked. 3. Grout proportions, procedure, and temperature checked. YES 4. Control joi nts i nstalled correctl y. -Z y S. Expansion joint installed correctly. ROPE 6. Weep holes thoroughly cleaned out. a. Weep holes properly spaced. tiS 7. Brick-to-stud anchors secured properly. y1�C 8. Brick wash-down procedure correct. 9. All work covered at the end of each work day. y 10. Cavity wall free from-excessive mortar droppings. YES 1 1 . Full mortar in brick end joints. LOCATION: gNCNtZ o � � tT `f St! P REMARKS: --._ - SPECIMENS FABRICATED: NUMBER & TYPE Mortar to represent floor floor TECHNICIAN: QL> Grout to represent APPROVED: Prisms 3 sF7_'5 to represent 1ST .floor CONCRETE CYLINDER FIELD TEST RESULTS-CF--11 _ T cis.v ;�' (l1 CD o 4 BRIGGS f11 Y le� LJ Project No: Date Cast: 10 Cement Brand APPROVED MIX DESIGN Location: [� or--Class: Mix Proportions _., _ S �� p S� 1i✓i�'LL (by Wt) 1 Cubic-Yard, _ _. AMOUNT STRENGTH DELIVERED: Cement lbs. Fine Aggregate .]bs, STRENGTH' REQUIRED: ­77oarse -7- Time of !� Aggregate lbs. Set No. : .1- Test: 1 -7 Water gals Truck No. : Load No. : a er Number of C. A. Reducer OZ. Cylinders: �$ Size: 34 Air Air . Entraining OZ. Slump: Content: Concrete Air e Other Temp: 67 Temp: �-- Field By Whom Unit Weight pcf Prepared: �D tE �✓�% MARKS: Contractor Yv C� Concrete /� C and producer are both so Rs io is Source: L �L O !`v responsible for added 75 GALS. OF 20 General water as per ASTM WATER is Contractor: �� r � CANT ► C-94. Discharge time 7 es ADOEO 0 30 Storage Location: limit 90 minutes or 75 40 300 revolutions. do ss as Curing Box: Other: l.IJ `^ so FOR LABORATORY USE 28 Day Air Dry Unit Weight: pcf. Unit Weight as Received: /47 , 2 pcf. COMPRESSIVE STRENGTH RESULTS Specimen No. Date Tested Day 7 Day 28 Da /o 5 32Z-o REMARKS: —I r`,r'1 P /,[')n v APPROVED: CONCII'L'1?'CYI,INDf'R FIEL.1) TES RES ULTS-C F-13. Report No: S BRIGGSQ) A ; Project No: I Date Cast: 1 0 Cement Brand APPROVED MIX DESIGN Location: or Class : Mix Proportions I { �� (S j % h - P S A• WALL ::-(by Wt) 1 Cubic- Yard'' . AMOUNT Cement lbs. STRENGTH DELIVERED: a o 0 ine Aggregate lbs. STRENGTH REQUIRED: 3 o oarse Time of Aggregate lbs. Set No_ : ` Test: z 3 d Water gals, . Truck No. : Z. `�f Load No. : Z Water Number of C. A. 3 Reducer oz. Cylinders: y Size: r i ,• Air Entraining OZ. Slump: 3 -4 Content: Concrete o Air Other Temp: S Temp: Q Field By Whom _ nn Unit Weight pcf Prepared: 1' 1 : Contractor Concrete and producer are both Source: responsible for added General water as per ASTM Contractor: ��� C d�S Storage Location: C-94. Discharge time 9 limit 90 minutes or 300 revolutions. 55500 Curing Box: Other: tJ 1'1 L 7 FOR LABORATORY USE 28 Day Air Dry Unit Weight: pcf. Unit Weight as Received: 142 r pcf. COMPRESSIVE STRENGTH RESULTS Specimen No. Date Tested Day 7 Day 28 Da o n REMARKS: 1017-L BARIPY APPROVED: � 1 �- eel -To �d Ott C�e xl,�, `y i {1 i m SIGN PERARTS Completed application form - including: assessors number El tax collector's sign off rj Z OXV�� located in an historic istrict?( KH or Downtown Hyannis) Is sign electrified? es E] No r-&mensions Additional Documentation []photo showing existing facade - specifying proposed sign location OR [lif for new building or new facade - architect's elevation may be substituted for photo []scale drawing of sign must include: (]type of sign(wall,hanging, free standing) []dimensions of sign and lettering(minimum scale 1"= V) []indicate colors . Color chips required for all colors other than black,pure white or gold leaf []specify construction materials [lcross section with dimensions showing edge detail(minimum scale 1"= l') i []Fee q-forms-PERMITS 1 Rev 6/2/98 MERCANTILE CONSTRUCTION CORP. LETTER Q[F IrMRSEOUTU P.O. Box.67 SOUTH BOSTON, MASSACHUSETTS 02127 I 268ce DATE /� �© JOB NO. (617) -1570 ATTENTION✓' ) y l�V f� RE: TO �J/a7�IMl S f U���I � � �1� �� `�s 1 /�✓ > WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval N' For your use ❑ Approved as noted ❑ Submit copies for distribution > ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY To Slnri-, SIGNED: PRODUCT2ao-3 lu,Groton,Mm GIaTI. If enclosures are not as noted, kindly notify us at once. CONCRETE CYLINDER FIELD TEST RESULTS-CF-11 F (( If A'� Report No: SRIGGS(m flo qa2 Project No: Date Cast:, y •� ��-' Cement Brand APPROVED MIX DESIGN Location: S�,,/ k3 O@ C Vlt or Class: Mix Proportions hiGl�v� �r (" I 'E K (.A-" (by Wt) 1 Cubic Yard AMOUNT Cement lbs. STRENGTH DELIVERED: 20M Aggregate lbs• STRENGTH REQUIRED: OZM Coarse 2— Time of Aggregate lbs• Set No..: Test: CJ Water gals, Truck No. : 0 Load No. : Water Number of • C. A. 3 t� Reducer OZ. Cylinders: —_44 Size: r ? 3 Air Entraining OZ. Slump: •� 14 Content: Concrete p Air Other Temp: Temp: Field By Whom T F T C7-Unit Weight pcf Prepared: . �V ,� REMARKS: Contractor Concrete II � and producer are both to is o is source: !�. responsible for added 75 GALS. OF 40 General water as per ASTM �o WATER Zs Contractor:- r�► �!' / dh�S l r C-94. Discharge time ADM ao Storage Location: j Njjlog $L� limit 90 minutes or 65 35 60 40 . 300 revolutions. ss as Curing Box: Other: _ so FOR LABORATORY USE 28 Day Air Dry Unit Weight: pcf. Unit Weight as Received: pcf. COMPRESSIVE STRENGTH RESULTS SPECIMEN NUMBER DATE TESTED AGE Cad TEST DIAM .of CYL. DENSNY.Dcf COMPRESS.STRENGTH.psi 2y �x /3U o Q APPROVED: JOEL BARRY CHASE, P.E. r CONCRETE CYLINDER FIELD TEST RESULTS-CF-11 �T �A..:r.��. -S Report No: t/ BRIGGS(m / Project No: C� Date Cast: Cement Brand APPROVED MIX DESIGN Location: ()/�( or Class: Mix Proportions (by Wt) 1 Cubic Yard 5� �Ay� AMOUNT ~ ' Cement lbs. STRENGTH DELIVERED: Fine ( _ Aggregate lbs. STRENGTH REQUIRED: Coarse Time of Aggregate lbs. Set No. : Test: Water EE r' gals, Truck No. : 1 Load No. : Water Number of C. A. Reducer OZ. Cylinders:--'� - - -Size: r Air Entraining oz. Slump: i Content: r— Concrete p Air Other Temp: / IA- Temp: Field By Whom ` Unit Weight pcf Prepared: EDrz: ra MARKS: Contractor s io Concrete ' and producer are both so a5 15 Source: C(Z responsible for added 75 GALS. Of 20 General _ water as per ASTM 70 WATER 25 Contractor: '��/� C-94. Discharge time 65 ADM 30 Storage Location: St DI Q� limit 90 minutes or 35 300 revolutions. 60 55 45 40 Curing Box: Other: so Md /u IA- FOR LABORATORY USE 28 Day Air Dry Unit Weight: pcf. Unit Weight as Received: pcf. COMPRESSIVE STRENGTH RESULTS SPECIMEN - - - NUMBER DATE TESTED AGE Cad TEST DIAM.of CYL. DENSITY.pcf COMPRESS,STRENGTH,Psi Z� 2T APPROVED: JOEL BARRY CHASE, P.E. CONCRETE CYLINDER FIELD TEST RESULTS-C(F�-11 1 I UT �l N 14. t S Report No: �v BRIGGS Project No: Date Cast: Cement Brand APPROVED MIX DESIGN Location: S ,A"r QN .(fl'A-D F or Class: Mix Proportions NI GI�v R- "13 Ht 13h LA,t4 D (by Wt) 1 Cubic Yard H J +o H , H z T a H A AMOUNT Cement lbs. STRENGTH DELIVERED: Fine ---- Aggregate lbs• STRENGTH REQUIRED: ? S oarse Time of 1�02 Aggregate lbs. Set No. : Test: I Water gals. Truck No. : ©3 Load No. : a er Number of C. A. 3 y Reducer -- oz. Cylinders:— Size: r Air Entraining Oz. Slump: Content: Concrete o Air d Other Temp: Temp: Field By Whom ' �^ �"� Unit Weight pcf Prepared: �(�( I-% TV I� REMARKS: Contractor s Concrete '' ,w� ,, '' 11 _ and producer are both so ss to is Source: �Aw responsible for added �s GALS. OF sG General n ���i• /� lJ_,��, water as per ASTM 7o WATER 4S Contractor: ��( ' ( & C-94. Discharge time 0 ADDED 3o Storage Location: limit 90 minutes or 39 300 revolutions. ^ 6o ss 4s 4o Curing Box: Other so Al FOR LABORATORY USE 28 Day Air Dry Unit Weight: pcf. Unit Weight as Received: pcf. COMPRESSIVE STRENGTH RESULTS SPECIMEN NUMBER DATE TESTED AGE Cad TEST DIAM .of CYL. DENSITY.W COMPRESS.STRENGTH,Dsi 92/� /39/ � 6 APPROVED: JOEL BARRY CHASE, P.E. CONCRETE CYLINDER FIELD TEST RESULTS-CfiF-11 l; BR'GG �F',t 1 U'41 AT- � iT-1��. Report No: Project No: Date Cast: 9 — Cement Brand APPROVED MIX DESIGN Location: 5'043 p�{ �QA'� F_ or Class: Mix Proportions r444 C1 0(V P) N t flK LA,t1y (by Wt) 1 Cubic Yard M (} . AMOUNT Cement STRENGTH DELIVERED: lbs. Fine Aggregate lbs. STRENGTH REQUIRED: --Co—arse Time of Aggregate lbs. Set No. : Test: 4- Water gals Truck No. : 0-3 Load No. : I a er Number of C. A. tP Reducer OZ. , Cylinders:- - Size: Air 3/ y Air EntrainingSlum z-- oz. Slump: ' " Content Concrete L/o 1 Air C�� d Other Temp: �J a e Temp: Field By Whom Unit Weight pcf Prepared Contractor Concrete .� and producer are both ss �� �V is Source: w ►%N so responsible for added 75 GALS. OF 20 General /,n�//�1 A / . /`' water as per ASTM 70 WATER 45 Contractor: / ' ( �� 4 �//l f C.�.�Al I C-94. Discharge time 30 Storage Location. limit 90 minutes Or 65 ADDED • 300 revolutions. 60 40 Curing Box: _ Other: A� d SS s0 4S FOR LABORATORY USE 28 Day Air Dry Unit Weight: pcf. Unit Weight as Received: pcf. COMPRESSIVE STRENGTH RESULTS SPECIMEN NUMBER DATE TESTED AGE Cad TEST DIAM.of CYL. QENSITY.pcf COMPRESS.STRENGTH.psi NUS 2*0 2g rK \ APPROVED: JOEL BARRYCHASE, RE_ 'A � CONCivSTE CYLINDER FIELD TEST RESULTS--CF-11 _ Report No: �y r BRIGGS Project No: Date Cast: - 9 Cement Brand APPROVED MIX DESIGN Location: (�'�7 TT rw p` fit,• or Class: Mix Proportions (by Wt) 1 Cubic Yard S G 3 f=' R� M Cr `l�J ;, + Q — AMOUNT O(:, K F� �? 3= H 1 N � +"t 0 Cement lbs. STRENGTH DELIVERED: ��0 (3 ; ineFEE— + Aggregate lbs. STRENGTH REQUIRED: Z 0 d 5 t oarse Time of Aggregate lbs. Set No. : Test: - Water gals. Truck No. : ZS G Load No. : Water Number of C. A. Reducer oz. Cylinders: Size: r .: Air Entraining OZ. Slump: Content: Concrete p Air _ Other Temp: 1 Temp:. Field By Whom Unit .weight pcf Prepared: Mb • Contractor 43 g 10 Concrete and producer are both to is Source: L A.W R,> f O N C- responsible for added 73 GALS Of 20 General /� water as per ASTM WATU 25 Contractor: M E R �-�� T f L r C-94. Discharge time 70 30 Storage Location: Awn limit 90 minutes or 65 35 300 revolutions. 60 55 45 as Curing Box: Other: -► N Fz ETA t so FOR LABORATORY USE 28 Day Air Dry Unit Weight: pcf. Unit Weight as Received: pcf. COMPRESSIVE STRENGTH RESULTS S ecimen.No. Date Tested ..J Day_ 28 Da yoo 9-7 ��av ( REMARKS: APPROVED: I MERCANTILE CONSTRUCTION CORP. LIETTEQ (MF TRUM UL P.O. Box 67 `.0, SOUTH BOSTON, MASSACHUSET-tS 02127 DATE qo JOB NO. (617) 268-1570 ATTENTION TO &4/vIVIS 'f/`i l[_D)/y b �C�Ar<+1� RE: I E VA HV,&.K NJ > WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval For your use ❑ Approved as noted ❑ Submit copies for distribution > ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: - 0,4 oxx'�� PRODUCT240.3 EBS Ix.Omtx Mm 0I471. If enclosures are not as noted, kindly notify us at once. PRCUECC7T-}NA/ME TIME SAMPLED D� REPOf3TNUM 9 r FAIR CLOUDY RAIN SNOW FOG PROJECT NUMBER j �/� O P. p� PLACEMENT TEMP f4 OVE TEMP O SL UMP U MP I �i CLXJC. ....:.:.,:..:.::.......... .... DATE CAST J v '� ENT.AIR FLD.DENSITY LOCATION , CURING BOX ET'A1L NCB . � QV� LzmNS TEMP / SiA-(3 o N C7�171�• . oT�IER To L r7 , B 44- SET NUM. #CYLS 4 1� / v / • `'�' CYLS•MADE B �i, (� Y IyL5Xy REMARKS(b*c/ r �•�(�/YJ�O 'm s� CONTRACTOR M CONCRETE �//,,Gf,,er/vG MATERIAL WEIGHT OR AMOUNT BRAND/TYPE TRUCK NUMBER Cav&I T LOAD NUMBER POZZXCN 7 TICKET NUMBER / SAND 1330 3 ?O SIZE OF LOAD 14 , O C1r-4- �� r REC2UIRED STRENGTH C S j' WATER 3-.2 DELIVERED STRENGTH • ADMIX 1 MIX NUMBER ADMIX 2 WATER ADDED AT SITE r ` ADMIX 3 .,...¢. -y 4• }• �{ .. %' .yC4�t��{.r,5}<r }7''...:,-:. w r y4a r .�`M1�r, •;y�:' +gv�` } x• �ii I'•<'f � yyr£t-'.,• .r• ^ _ •%Cr"�., '.2\ a .$`d .;:, w v ��: ...r:. r:n?.; >r Fri• �:2: _ :;��''•'-�-.�'.`2 'y� '-S - ..:...;,. v .,A.:,..{y,Y„ ..-..v.... ....t fx::i':v. .'.')Y'`:•x'$'':'\ f'• •<}!•r' r..JC.}C' ,,•� :4�.� ',,55 7 v ..`'�i*:..r`•X{`%;o-r: •X` f'Ir •q},;:�J�i: nyh$���I, Yam, .,','•.C }: y,• r�). > }:^�?;"'ii�,. r' `Yl4c` :. r•vI�J:r '•K•'+' y `,�, Y- .a ,� % Y •� •{ $ .x•.:cy#�. , .$ Y`�. .> •,r •�^ :lfF t� � /S./"r•". ..t ry +\`\v: .h. n� .•\ ,yi M1{% F. :2Q��'t�� J [,C•`}��:i{`.r •� :`2 `�fi,"<.. ;. � � .c-r •.wn,4�a .`�',{ i •>z r - ,c.•"',Df��`-' �`M1;._. r ('Ak r6i}..� ,<` �y:.-, x7;}:`!f.#K�•.': :�wY.PT,:•. n�:-A -. 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