Loading...
Northlake 635(3)-LR 980501CONCRETE COMP IVE STRENGTH TES Date of Service: 04/02/1998 Report No.: 9808768 Client No.: 52617000 Project No.: 43-2452-! Client: Lincoln Property Company Project: Coppell l~ 3300 Lincoln Plaza/Larry Moon Belt Line 500 North Akard Street Dallas TX 75201-3394 Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requir{ compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete rLANT: 27 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" N/A ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 04/02/1998 TIME SAMPLED: 4:45 am BY: WEATHER CONDITIONS: TEMPERATURE (F) - AIR TRUCK NO: 652 AIR CONTENT (%): N/A PLACEMENT LOCATION: Building D slab, J-M and 1-9 Partly cio 65 F CO TICKE~ UNI~ SAMPLE LOCATION: L.5-1.5 CYLINDER MARKED SET NO. REPORT OF TESTS ACC MEASURED MAXIMUM C SLUMP DATE AGE LOAD (inches) TESTED (days) Obs. force) 1 1 4.75 04/09/1998 7 84180 I 2 4.75 04/09/1998 7 85120 Average 1 3 4.75 04/30/1998 28 114430 1 4 4.75 04/30/1998 28 113360 Average This report is exclusively for thc usc of thc client indicated above and shall not be reproduced except in full without the writt 01AK Page 1 of 8 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 )7 Report Date 05/01 / 1998 ;usiness Center II Rd. & Lakeshore Dr. ?exas :l field test and cast BATCH TIME: N/A .mon Elrod NCRETE: 72 F NO: 659085 'WEIGHT (pcl): N/A UMULATIVE YARDS: 80 OMPRESSIVE STRENGTH (psi) 2980 3010 3000 4050 4010 4030 approval ofHBC Engineering~ CONCRETE COMP IVE STRENGTH TES Date of Service: 04/02/1998 Report No.: 9808768 Client No.: 52617000 Project No.: 43-2452-! Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Coppell Belt Lin, Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requin compressive strength samples.** SLUMP: AIR: TEST METHOD: cowrRAcroR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 27 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" N/A ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE Ct~SS: 9349 PLACEMENT DATE: 04/02/1998 TIME SAMPLED: 5:45 am BY: D~ WEATHER CONDITIONS: TEMPERATURE (F) - AIR TRUCK NO: 582 AIR CONTENT (%): N/A PLACEMENT LOCATION: Sec page I Partly cio 67 F cc TICKEq UNI~ SAMPLE LOCATION: J.5-2.5 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 2 1 5.50 04/09/1998 7 75890 2 2 5.50 04/09/1998 7 77260 Average 2 3 5.50 04/30/1998 28 116760 2 4 5.50 04/30/1998 28 109430 Average Note: Technician was other pump. AC( at one pump while concrete driver controlled wa This rcport is exclusively for thc usc of thc clicnt indicated aSovc and shall not bc rcproduccd except in full without thc writ~ 01AK Page 2 of 8 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 05/01/1998 }7 ~usiness Center II Rd. & Lakeshore Dr. Fexas d field test and cast BATCH TIME: 5:40 am tmon Elrod ady NCRETE: 70 F 'NO: 659105 · WEIG~rr (0c0: N/A ',UMULATIVE YARDS: ~OMPRESSIVE STRENGTH (psi) 2680 2730 2710 4130 3870 4000 ter from the 180 cn approval of HBC Engineering, Inc. CONCRETE COMP IVE STRENGTH TES Date of Service: 04/02/1998 Report No.: 9808768 Client No.: 52617000 Project No.: 43-2452-! Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppell [ Belt Line Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform require compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRAC'rOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLAt~r: 27 SPECIFICATION REQUIREMENTS STRENGTh: 4000 psi ~ 28 Days 5" N/A ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 04/02/1998 TIME SAMPLED: 7:10 am BY: D~ WEATHER CONDITIONS: TEMPERATURE (F) - AIR TRUCK NO: 582 AiR CONTENT (%): N/A PLACEMENT LOCATION: Sec page I Partly clo 67 F CO TICKE'! UNYI SAMPLE LOCATION: L-3.5 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 3 1 5.00 04/09/1998 7 101560 3 2 5.00 04/09/1998 7 103330 Average 3 3 5.00 04/30/1998 28 134740 3 4 5.00 04/30/1998 28 127500 Average AC( £ This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without thc writi 01AK Page 3 of 8 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 05/01/1998 )7 ;usiness Center II Rd. & Lakeshore Dr. ['exas field test and cast BATCH TIME: 6:35 am non Elrod NCRETE: 70 F NO: 659105 'WEIG~r (pc0: N/A UMULATIVE YARDS: 280 OMPRESSIVE STRENGTH (psi) 3590 3650 3620 4760 4510 4640 FRACTURE TYPE .-n approval of i-IBC Engineering, Inc. CONCRETE COMPRFf3IVE STRENGTH TES. Date of Service: 04/02/1998 Report No.: Client No.: 52617000 Project No.: Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 9808768 43-2452-~ Coppell B Belt Line l Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform require( compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 27 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" N/A ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 04/02/1998 TIME SAMPLED: 8:05 am BY: Da: WEATHER CONDITIONS: TEMPERATURE (l~ - Am TRUCK NO: 823 AIR CONTENT (%): N/A PLACEMENT LOCATION: Sec page I Partly clou 69 F col TICKET SAMPLE LOCATION: K-4.5 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 4 1 5.00 04/09/1998 7 85720 4 2 5.00 04/09/1998 7 84700 Average 4 3 5.00 04/30/1998 28 117790 4 4 5.00 04/30/1998 28 115620 Average ACC1 C~ This report is exclusively for the usc oftbe client indicated above and shall not be reproduced except in full without thc writtc 01AK Page 4 of 8 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 05/01/1998 asiness Center II ~d. & Lakeshore Dr. 'exas field test and cast BATCH TIME: N/A aon Elrod dy [CRETE: 70 F 40: 659116 WEIGHT (pc0: N/A ;MULATIVE YARDS: 380 )MPRESSIVE ~'TRENGTH (psi) 3030 3000 3020 4170 4090 4130 FRACTURE TYPE approval ofHBC Engincering, Inc. CONCRETE COMPRFff ;IVE STRENGTH TES'" Date of Service: 04/02/1998 Report No.: 9808768 Client No.: 52617000 Project No.: 43-2452-~ Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppell B Belt Line Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform require compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLAin 27 SPECIFICATION REQUIREMENTS STRENGTm 4000 psi ~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETECLASS: 9349 PLACEMEWrDATE: 04/02/1998 TIMESAMPLED: 10:05am BY: Da WEATHER CONDITIONS: TEMPERATURE (F) - AIR TRUCK NO: 808 AIR CONTEWr ('/o): N/A PLACEMENT LOCATION: See page 1 Partly clol 71 F CO] TICKET SAMPLE LOCATION: J-5.5 CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 5 1 5.75 04/09/1998 5 2 5.75 04/09/1998 5 3 5.75 04/30/1998 5 4 5.75 04/30/1998 Note: Potter Concrete REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 108650 7 106180 Average 28 133140 28 129480 Average while technician was at controlled water ACC C anoth, This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri~ 01AK Page 5 of 8 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 05/01/1998 usiness Center II Rd. & Lakeshore Dr. 'exas I field test and cast BATCHTIME: 9:57 nm mon Elrod ~CRETE: 70 r NO: 659126 WEIGI~r (0c0: N/A UMULATIVE YARDS: 480 )MPRESSIVE ~RENGTH (p~i) 3840 3750 3800 4710 4580 4650 .~r pump. FRACTURE TYPE n approval of HBC Engin~ring, Inc. CONCRETE COMP IVE STRENGTH TES Date of Service: 04/02/1998 Report No.: 9808768 Client No.: 52617000 Project No.: Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 43-2452-~ Coppell F Belt Line Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform require compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 27 SPECIFICATION REQUIREMENTS STm~nGTH: 4000 psi ~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 04/02/1998 TIME SAMPLED: 10.'50 am BY: Da WEATHER CONDITIONS: Partly clo~ TEMPERATURE (F) - AIR 75 F CO TRUCK NO: 848 TICKE~i AIR CONTENT (%): N/A tmrl PLACEMENT LOCATION: See page I SAMPLE LOCATION: K.5-6.5 CYLINDER MARKED SET NO. REPORT OF TESTS ACC MEASURED MAXIMUM C SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 6 1 5.00 04/09/1998 7 102190 6 2 5.00 04/09/1998 7 106690 Average 6 3 5.00 04/30/1998 28 123500 6 4 5.00 04/30/1998 28 117600 Average 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 05/01/1998 ,7 .usiness Center II Rd. & Lakeshore Dr. ?exas field test and cast BATCH TIME: 10:17 am non Elrod This report is exclusively for thc usc of the client indicated above and shall not bc rcproduccd except in full without thc wri~ lay ~ICRETE: 80 F r~o: 659142 WEIGHT (pcO: N/A UMULATIVE YARDS: 580 DMPRESSIVE STRENGTH (pal) 3610 3770 3690 4370 4160 4270 ~,n approval of HBC Engineering, Inc. 01AK Page 6 of 8 CONCRETE COMPRW"SIVE STRENGTH TES"" Date of Service: 04/02/1998 Report No.: 9808768 Client No.: 52617000 Project No.: Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 43-2452-3 Coppell E Belt Line Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform require compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 27 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 04/02/1998 TIME SAMPLED: 12:15 pm BY: Da WEATHER CONDITIONS: Partly clol TEMPERATURE (F) - AIR 78 F CO] TRUCK NO: 526 TICKET AIR CONTENT (%): N/A tmrr PLACEMENT LOCATION: Sec page I SAMPLE LOCATION: J-7.5 REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) 0b~. force) 7 I 5.25 04/09/1998 7 97620 7 2 5.25 04/09/1998 7 102390 Average 7 3 5.25 04/30/1998 28 120650 7 4 5.25 04/30/1998 28 116470 Average 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 05/01/1998 '7 usiness Center II Rd. & Lakeshore Dr. 'exas field test and cast BATCH TIME: N/A aon Elrod ACC C~ This raport is exclusively for thc use of thc client indicated above and shall not be reproduced cx~cpt in full without the wri~ qCRETE: 80 F ~o: 659156 WEIGHT (pc0: N/A ~MULATIVE YARDS: 680 )MPRESSIVE S~FRENGTH (~i) 3450 3620 3540 4270 4120 4200 FRACTURE TYPE approval ofHBC Engin~ring. Inc. 01AK Page 7 of 8 CONCRETE COMPRF"SIVE STRENGTH¢% Date of Service: 04/02/1998 Report No.: 9808768 Client No.: 52617000 Project No.: 43-2452. Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Coppell Belt Lin, Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requir compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLAI~IT: 27 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 04/02/1998 TIME SAMPLED: 2:00 pm BY: E WEATHER CONDITIONS: Partly ell TEMPERATURE (F) - AIR 80 F C~ TRUCKNO: 658 TIC~a~ AIR CONTENT (%): N/A UN1 PLACEMENT LOCATION: See page I SAMPLE LOCATION: L-8.5 CYLINDER MEASURED MARKED SLUMP SET NO. (inches) 8 1 5.00 8 2 5.00 8 3 5.00 8 4 5.00 REPORT OF TESTS MAXIMUM DATE AGE LOAD TESTED (days) Obs. force) 04/09/1998 7 96700 04/09/1998 7 98950 Average 04/30/1998 28 110270 04/30/1998 28 115620 Average AC Technician: Damon Elrod Report Distribution: (1) Lincoln Property Company (i) Butler Construction (I) O'Brien & Associates (I) AECC, Inc. Started: 3:00 am Finished: 6:00 pm I-~ (1) City ofCoppell/Bldg, lnsp. (1) City of Coppell/Constr. lnsp. (1) Mullen & Powell Technistructures This report is exclusively for thc use of thc client indicated above and shall not bc rcproduccd cxccpt in full without thc w~ ENGINEERII~, INC. 11901 Carpenter Frwy., Shire #100 Dallas, Texas 75247 Report Date 05/01/1998 .97 Business Center II ,' Rd. & Lakeshore Dr. Texas ~d field test and cast BATCH TIME: 12:55 pm amon Elrod ~udy ~NCRETE: 80 F rNO: 616321 T WEIGHT (pcf): N/A :UMULATIYE YARDS: 780 'OMPRESSIVE STRENGTH CmO 3420 3500 3460 3900 4090 4O00 TYPE Eng Inc. ~ugene Harbour Vice President tten approval of HBC Engineering Inc. 01AK Page 8 of 8