Loading...
Northlake 635(5)-LR000523IN-PLACE DENSITY 3 TING 8901 Carpenter Fr~., Suite #100 Date of Service: Client No.: Client: 05/18/2000 85229000 Transwestem Property Company Attn: James Gaspard 12221 Merit Drive, g450 Dallas TX 75251 Report No,: 0013241 Project No.: 94991457 Report Date 05/23/2000 Project: Coppell Comrr~e Center 1234 Lakeshore (Bldg. B) Coppell, Texas Services: In-place density testing. Butler Construction PROJECT DATA Laboratory T~t Mt~h~l: ASTM D-698 ASTM D2922 ASTM D3017 MOISTURE DENSITY RELATIONS: Moisture ~ 1 Tannish brown clayey sand 14.0 114.0 -2/+2% 95% 2 Lt brown, tan & gray shaley clay w/calcareous nodules +3% or above 92% FIELD DENSITY TESTS T~ST NO TEST LOCATION PROBE LIFT/ M/D DEPTH ELEV No. MOISTURE DRY DI~ISITY DEIqSITY (~) (p~ (% max) Lcavouts 120 Grid line M.0/5.0 121 Grid line L.5/3.5 122 Grid line L.5/2.0 123 Grid line H.5/5.0 124 Grid line H.5/8.5 125 Grid line H.5/I1.0 126 Grid line K.0/11.5 127 (3fid line M.0/9.0 6" Final 1 6" Final 1 6" Final 1 6" Final 2 6" Final 2 6" Final 2 6" Final 2 6" Final 2 Test results on this report meet project specification. 15.7 109.2 96 14.3 110,6 97 15.9 109.6 96 27.6 91.4 95 29.2 89.7 93 29.6 88.5 92 28.4 89.2 93 27.8 90.6 94 ~ Rtsults Reported To: Contractor Todmidan: Kenny Bradley Repot Distribution: 0 ) a~answestem Propmy Company (i) O'Briea & Azsoda~ (l) T~aaism~u~, ~nc. (!) Butler Comtmcaoa Started: 10:30a (1) City of CoppeAl (I) City of Coppcll Irmtsiml: 12:30a Vice Pr~ident CONCRETE COMPRE IVE STRENGTH TES 8901 Carpenter Frwy., Suite #100 D~ Texas 75247 Date of Service: Client No.: Client: Services: 04/21/2000 85229000 Transwestem Property Company Attn: James Gaspard 12221 Merit Drive, g450 Dallas TX 75251 Report No.: 0010680 Project No.: 94991457 Report Date 0512312000 Project: Coppell Commerce Center 1234 Lakeshore (Bldg. B) Coppell, Texas Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. STRENGTH: SLUMP: AIR: TEST M~FitOD: COtO~.Ac~roR: Butler Construction CONCRETE SUPPLIER: Pioneer PLANT: 27 SPECIFICATION REQUIREMENTS 4000 psi @ 28 Days 5.0" Max N/A ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA tmx~.: 9349 PLA~ DATE: TIME SAMPLED: 4:45am WEATItER CoNDmON$: TEMPERATURE (F) - AIR TRUCK No: 923 AIR colvrF3rr (~): N/A 04/2112000 aAXC~ xavm: 4:15am aY: Greg Dimock Clear 59 v CONCRETE: 78 V ancI~r NO: 506205 Imrr WE~G~rr Cm~: N/A pLACEMENT LOCATION: Panels- 314-324,259-266,272-275,278-291,292-294, 301,302 Sample t~kcn from lruck. SAMPLE LOCATION: CYLINDER MARKED SET NO. 1 1 1 2 Panel #316 REPORT OF TESTS ACCUMULATIVE YARDS: MAXIMUM COMPRESSIVE MEASURED STRF2qGTlt SLUMi~ DATE AGE LOAD (inches) TESTED (days) 01~- force) (~) 6.50 04128/2000 7 81630 2890 6.50 04/28/2000 7 83390 2950 Average 2920 10 FRACTURE TYPE 3 6.50 05/19/2000 28 118150 4180 4 6.50 05/19/2000 28 116180 4110 Average 4150 0ILL and shall not be cxcept m full with°ut thc writtcn apl~°val °f HBC Engineenn~ Inc This n~ort is exclusively for the use of thc clicnt indicated above reproduced ' ' ' Page CONCRETE COMPRI IVE STRENGTH) 8901 Carpenter Frwy., Suite #100 Dallm, Texas 75247 Date of Service: Client No.: Client: 04121/2000 85229000 Transwestem Property Company Attn: James Gaspard 12221 Merit Drive, g450 Dallas TX 75251 Report No.: 0010680 Project No.: 94991457 RepOrt Date 05/2312000 Project: Coppell Commerce Center 1234 Lakeshore (Bldg. B) Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. STRENGTH: SLUMP: AIR: TEST METHOD: COh'nO, CTOR: Butler Construction CONCR~I'E SUPPLIER: Pioneer PLAHT: 27 SPEC~CATION ~QU~ 4~ psi ~ 28 Days 5.0" M~ N/A AS~ C-143 ~ C-172 ASTM C-39 PROJECT DATA MIXI~.: 9349 PLAC~,I~ DATE: 04121/2000 aATC~ ~: 5:15am TIME SAMPLED: 6:05am aY: C-reg Dimock W~R com)moNs: TEMPERATURE (F) - AIR XaUCK~O: 749 Am CONTENT (~): N/A PLACEMENT LOCATION: Clear 58 r CONCV. g~: 79 F TK~T NO: 506214 tnvrr w~iGlrr Cmag: N/A Sampled from truck. SAMPLE LOCATION: Panel g274 REPORT OF TESTS ACCLrMULATIVE YARD~: 10 CYLINDER SET NO. MEASURED MAXIMUM COM~RE~IV~ SLUMP DATE AGE LOAD STRE2~ FRACTUR~ (inches) TESTED (days) Obs. force) (P~) TYPE 2 1 6.00 04128/2000 7 94770 3350 2 2 6.00 04/28/2000 7 90440 3200 Average 3280 2 3 6.00 05/1912000 28 134120 4740 2 4 6.00 05/19/2000 28 134840 4770 Average 4760 OILL 'l'nis ~ is exclusively for thc use of the client indicated above and shall not be ~p/-oduced except in full without the writ~m apptov~ of HBC l~iae~, hw. Page 2 ors CONCRETE COMPRI IVE STRENGTH TES 8901 Carpenter Fl'wy., Suite D~I~, Texas 75247 Date of Service: 04/21/2000 Client No.: 85229000 Client: Transwestem Property Company Atto: James Gaspard 12221 Merit Drive, g450 Dallas TX 75251 Report No.: 0010680 Project No.: 94991457 Report Date 05/23/2000 Project: Coppell Commerce Center 1234 Lakeshore (Bldg. B) Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. STRENGTH: SLUMP: AIR: TEST ME'FHOD: cO~rRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer PLA~T: 27 SPECn~CATION REQUIRE~NTS 4000 psi @ 28 Days 5.0" Max N/A ASTM C-143 ASTM C-172 ASTM C-39 PROJECT DATA M~X UX: 9349 PLACEMENT DATE: 04/21/2000 BATCH Tam: 6:41am Ta~ SAMPLE~: 7:25am BY: Greg Dimock W~A~ commons: TEMI'ERATURE (F) - AIR TRUCK NO: 563 Am CONTErtr ¢'~): N/A PLACEMENT LOCATION: See page I Clear 55 v CONCRete: 71 TicI~'r No: 506225 t~rrr W~lG~rr q~: N/A SAMPLE LOCATION: Panel g280 REPORT OF TESTS ACCUMULATIVE YARDS: lO CYLINDER MEASURED MAXIMUM COMP~IVE . MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. (inch.) TESTED (day~) 0lin. for~) (iM) TYPE 3 1 6.00 04/28/2000 7 99380 3510 3 2 6.00 04/28/2000 7 97530 3450 Average 3480 3 3 6.00 0511912000 28 128540 4550 3 4 6.00 05/19/2000 28 128340 4540 Average 4550 0ILL This report is exclusively for the use of the client indicated above and shall not be reproduced except i~ fall without Ihe written approval of ~ Engineering, lac. Page3 of 5 CONCRETE COMPR IVE STRENGTH TES Date of Service: 04/2112000 Client No.: 85229000 Client: Transwestem Property Company Atto: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 Report No.: 0010680 Project No.: 94991457 Project: ~ T,em ?.s..~,. Report Date 05/2312000 Coppell Commerce Center 1234 Lakeshore (Bldg. B) Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. STRENGTH: SLUMP: AIR: TEST METHOD: co~c'rom Butler Construction CONCRETE SUPPLIER: Pioneer rLA~rr: 27 Sl~CnnCA~ON REQUmEMEgrs 4000 psi @ 28 Days 5.0" Max N/A ASTM C-143 ASTM C-172 ASTM C-39 PROJECT DATA M~XLD..' 9349 PLACEMENT DATE: 04/2112000 BATCH TIME: 8:llam ~'~mSAM~ED: 8:45am BY: Greg Dimock WF. ATHER CONDmONS: Clear TEMI, latATURE~-AIR 58 F CONCRFrE: 70 F TRUCKNO: 563 X~cz~rNO: 506237 AIR COm~n-T (~): N/A u~rr WE~(~HT (~f~: N/A PLACEMENT LOCATION: See page I Sampled from tm~k. SAMPLE LOCATION: Panel #341 REPORT OF TESTS ACCUMULA33VE YARDS: 10 CYLINDER MEASURED MAXIMUM COMFRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. (inches) TESTED (days) Ob~ force) (pal) TYPE 4 1 5.50 04/28/2000 7 174360 6170 4 2 5.50 04/28/2000 7 117320 4150 Average 5160 4 3 5.50 0511912000 28 150670 5330 4 4 5.50 05/19/2000 28 153600 5430 Average 5380 0ILL ~ais report is exclusively for the use of thc client indicated above and shall not be reproduced cxeept in full without the Mitten approval of HBC Ea~ineedng, Inc. Page 4 o~ ~ CONCRETE COMPRI IVE STRENGTH TES Date of Service: Client No.: Client: 04121/2000 85229000 Transwestem Property Company Attn: James Gaspard 12221 Merit Drive, g450 Dallas TX 75251 Report Date Report No.: 0010680 05/2312000 Project No.: 94991457 Project: Coppell Commerce Center 1234 Lakeshore (Bldg. B) Coppell, Texas Services: Obtain samples of flesh concrete at the placement locations, perform required field test and cast compressive strength samples. STRENGTH: SLUMP: AIR: TEST ~OD: CONT~a, CTOm Butler Construction CON~ SUPPLIER: Pioneer PLANT: 27 SPECBrICATION REQUII~NTS 4000 psi @ 28 Days 5.0" Max N/A ASTM C- 143 ASTM C-172 ASTM C-39 PROJECT DATA M~X L~.: 9349 PLACEMENT DATE: 04/2112000 aATCa TIM~: 10:28am TI~SAMPL~: ll:10am By: GregDimock WEATIIER CONDmON$: TEMPEIO, TURE (F) - Am ~UCK~: 563 nm co~ {~): N/A p~~ ~ON: ~ ~ge I Clear 71 v CONCam'Z: 78 TIcKer NO: 206252 tn~rr w~R;gr C,~: N/A SAMPLE LOCATION: Panel g'293 REPORT OF TESTS ACCUMULATIVEYARDS: 10 CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH SET NO. (inches) TESTED (days) (lbs. force) (i~t) 5 1 6.00 04/2812000 7 101360 3580 5 2 6.00 04/28/2000 7 100060 3540 Average 3560 FRACTURE TYPE 5 3 6.00 05/19/2000 28 137260 4850 5 4 6.00 05/19/2000 28 141350 5000 Average 4930 Technician: C, reg Dimock Report Distribution: (1) Traumw~sturu Pro~ty Company Startea: 3:00am Finished: 12:30pm I'~~ (1) City of Coppell (1) O'Bricn & Associates (1) City of Coppell Eugene I-l_arbour Vic~ President (1) Technistr~, Inc. (1) Bml~r Co~uuctio~ lltis report is exclusively for Ih~ us~ of thc client iadicat~l above and shall not be reproduced exe~pt ia full without the ~ OILL Page