Loading...
Northlake 635(3)-LR 980316CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: 03/05/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9806552 Project No.: 43-2452 Project: Coppell Belt Lin Coppell, Services: Obtain samples of flesh concrete at the placement locations, perform requn compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 4" N/A ASTM C- 143 ASTM C- ! 72 ASTM C-39 SAMPLE LOCATION: Line lC, 3 fi. north PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DAT~: 03/05/1998 TIME SAMPLED: 6:20 am BY: WEATHER CONDITIONS: Cloudy TEMPERATURE (F) - AIR 46 F TRUCKNO: 730 TICm AIR CONTENT (%): N/A UN PLACEMENT LOCATION: Slab-on-grade, Building C floor, lines 1-3, A CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 1 I 5.00 03/12/1998 7 88050 I 2 5.00 03/12/1998 7 85970 Average I 3 5.00 04/02/1998 28 1 4 5.00 04/02/1998 28 A( Note: After the tag pour, Uncompacted soil was put down from line This report is exclusively tbr the use of thc client indicated above and shall not be reproduced except in full without the v 01AK Page I of 8 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 03/16/1998 -97 Business Center II ~ Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 5:45 am ack Farris windy ONCRETE: 60 F :TNO: 651739 IT WEIGHT (pc0: N/A :CUMULATIVE YARDS: 260 COMPRESSIVE STRENGTH (psi) 3110 3040 3080 FRACTURE TYPE -3, G-N. itten approval of HBC Engineering, Inc. CONCRETE COMPRkSSIVE STRENGTH TES'F Date of Service: Client No.: Client: Services: 03/05/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: Project No.: Project: SLUMP: AIR: TEST METltOD: ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 43-2452197 03/16/1998 / Coppell IBusiness Center II Belt Lin% Rd. & Lakeshore Dr. Coppell, Texas Obtain samples of fresh concrete at the placement locations, perform requi~ compress ive strength samples.** CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 4" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: Line 3E, 5 ft. south MEASURED SLUMP (inches) PROJECT DATA CONCRETE CX~SS: 9349 PLACEMENT DATE: 03/05/1998 TIME SAMPLED: 7:00 am BY: J WEATHER CONDITIONS: Cloudy, TEMPERATURE (F) - AIR 50 F C TRUCK NO: 756 TICKt AIR CONTENT (%): N/A UN PLACEMENT LOCATION: See page I REPORT OF TESTS MAXIMUM DATE AGE LOAD TESTED (days) (lbs. force) AC CYLINDER MARKED SET NO. 2 1 5.00 03/12/1998 7 94500 2 2 5.00 03/12/1998 7 92470 Average 2 3 5.00 04/02/1998 28 2 4 5.00 04/02/1998 28 Note: See page 1 This report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without the wri 01AK Page 2 of 8 ed field test and cast BATCH TIME: 6:00 am ~tck Farris ~vindy DNCRETE: 62 F NO: 651744 WEIGHT (pcO: N/A CU~C,.n,AmmVE YARDS: 310 EOMPRESSIVE STRENGTH (psi) 3340 3270 3310 FRACTURE TYPE Zen approval of HBC Engineering, Inc. CONCRETE COMPR ;sSIVE STRENGTH TEST Date of Service: 03/05/1998 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 980655 43-245: Coppel Belt Li~ Coppel Services: Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 22 SPECIFICATION REQUIREMENTS " STRENGTH: 4000 psi ~ 28 Days 4" N/A ASTM C- 143 ASTM C- ! 72 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 03/05/1991 TIME SAMPLED: 8:46 am BY: WEATHER CONDITIONS: Cloudy TEMPERATURE (F) - AIR 59 F ~ TRUCK NO: 803 TICK AIR CONTENT (%): N/A u~ PLACEMENT LOCATION: See page 1 SAMPLE LOCATION: Line 1G, 7 ft. N & 2 ft. W CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 3 I 5.00 03/12/1998 3 2 5.00 03/12/1998 REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 93240 7 91910 Average 3 3 5.00 04/02/1998 28 3 4 5.00 04/02/1998 28 A~ Note: See page 1 This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the w 01AK Page 3 of 8 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 -97 Report Date 03/16/1998 Business Center II he Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 8:20 am rack Farris ?ONCRETE: 70 V ST NO: 651768 !IT WEIGHT (pcf): N/A ~CUMULATIVE YARDS: 430 COMPRESSIVE STRENGTH (psi) 3300 3250 3280 itten approval of HDC Engineering, Inc. CONCRETE COMPRt ,SSIVE STRENGTH TESf Date of Service: Client No.: Client: Services: 03/05/1998 Report No,: 9806552 52617000 Project No.: 43-2452 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppell Belt Lin. Coppell, 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 PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 4" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 03/05/1998 TIME SAMPLED: 9:55 am BY: Ji WEATHER CONDITIONS: Cloudy TEMPERATURE (F) - AIR 60 V C~ TRUCK NO: 860 TICKE AIR CONTENT (%): N/A UNI PLACEMENT LOCATION: See page 1 SAMPLE LOCATION: Line 3H, 2 ft. west CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 4 I 4.00 03/12/1998 4 2 4.00 03/12/1998 REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 127930 7 126990 Average 4 3 4.00 04/02/1998 28 4 4 4.00 04/02/1998 28 AC Note: See page 1 This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the wri 01AK Page 4 of 8 ENGINEERING, 1NC. 8901 Carpenter Frwy., Suite 11100 Dallas, Texas 75247 Report Date 03/16/1998 .97 Business Center II ~ Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 9:21 am tek Farris )NCRETE: 79 F rNO: 651789 T WEIGHT (pcf): N/A CUMULATIVE YARDS: UOMPRESSIVE STRENGTH (psi) 4520 4490 4510 550 ten approval of HBC Engineering, Inc. CONCRETE COMPRLSSIVE STRENGTH TES£ Date of Service: 03/05/1998 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 980655.' 43 -2452 Coppell Belt Lin Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform rcquit compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTaACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLA~rr: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 4" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: Line 2I, 2 ft. west PROJECT DATA CONCRETE CL.4.~: 9349 PLACEMENT DATE: 03/05/1998 TIME SAMPLED: 10:58 am BY: J WEATHER CONDITIONS: Cloudy TEMPERATUR~ (F) - AIR 61 F C TRUCK NO: 752 TICI~ AIR CONTENT (%): N/A UN: PLACEMENT LOCATION: See page 1 REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lin. force) 5 1 4.00 03/12/1998 7 117240 5 2 4.00 03/12/1998 7 119550 Average 5 3 4.00 04/02/1998 28 5 4 4.00 04/02/1998 28 AC 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 03/16/1998 -97 Business Center II ~ Rd. & Lakeshore Dr. Texas ed field test and cast BATCHTIME: 10:30 am ~ck Farris DNCRETE: 72 F NO: 651805 WEIGHT (PC0: N/A :UMULATIVE YARDS: 650 :OMPRESSIVE STRENGTH (psi) 4150 4230 4190 FRACTURE TYPE ,'ten approval of HBC Engin~ring, Inc. CONCRETE COMPRI JSSIVE STRENGTH TES'F Date of Service: Client No.: Client: Services: 03/05/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9806551 Project No.: 43-245~ Project: Coppell Belt Li~ Coppell Obtain samples of fresh concrete at the placement locations, perform requi~ compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTa: 4000 psi ~ 28 Days 4" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: Line 3K, 2 ft. south PROJECT DATA CONCm~TE CLASS: 9349 PLACEMENT DATE: 03/05/1998 TIME SAMPLED: 12:15 pm BY: WEATHER CONDITIONS: Cloudy TEMPERATURE (F) - AIR 60 F C TRUCK NO: 849 TICKi AIR CONTENT (%): N/A UN PLACEMENT LOCATION: See page I REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days} (lbs. force) 6 1 4.00 03/12/1998 7 118710 6 2 4.00 03/12/1998 7 118000 Average 6 3 4.00 04/02/1998 28 6 4 4.00 04/02/1998 28 A( Note: See page t This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the wri 01AK Page 6 of 8 ENGINEF_RI/~, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 03/16/1998 .97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCHTIME: 12:00 pm ack Farris windy ONCRETE: 79 F :TNO: 651828 IT WEIGHT (pc0: N/A CUMULATIVE YARDS: 760 COMPRESSIVE STRENGTH (psi) 4200 4170 4190 tten approval of HBC Engineering, inc. CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: Client No.: Client: Services: 03/05/1998 Report No.: 980655 52617000 Project No.: 43-245~ Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppell Belt Lin, Coppell, 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 PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 4" N/A ASTM C-143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: Line IL CYLINDER MARKED SET NO. MEASURED SLUMP (inches) PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DAT~: 03/05/1998 TIME SAMPLED: 1: 15 pm BY: J~ WEATHER CONDITIONS: Cloudy TEMPERATURE (F) - AIR 60 F C~ TRUCK NO: 858 TICKE AIR CONTENT (%): N/A UNI PLACEMENT LOCATION: See page I REPORT OF TESTS MAXIMUM DATE AGE LOAD TESTED (days) (lbs. force) 7 I 4.00 03/12/1998 7 106230 7 2 4.00 03/12/1998 7 108610 Average 7 3 4.00 04/02/1998 28 7 4 4.00 04/02/1998 28 Note: See page 1 ACI This report is exclusively tbr the use of the client indicated above and shall not be ~eproduced except in full without the writ 01AK Page 7 of 8 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247. Report Date 03/16/1998 -97 Business Center II ~ Rd. & Lakeshore Dr. Texas ~d field test and cast BATCH TIME: 12:35 pm tek Farris )NCRETE: 75 F rNO: 651844 rWEIGHT(pe0: N/A ~UMULATIVE YARDS: 850 2OMPRESSIVE STRENGTH (psi) 3760 3840 3800 en approval of HBC Engineering, Inc. CONCRETE COMPRLSSIVE STRENGTH TES £ Date of Service: 03/05/1998 Report No.: 9806552 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 Belt Lin Coppell: Services: Obtain samples of fresh concrete at the placement locations, perform requn compressive strength samples.** CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 03/05/1998 TIME SAMPLED: 2:55 pm BY: WEATHER CONDITIONS: Cloudy TEMPERATURE (F) - AIR 60 F C .97 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 03/16/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 2:35 pm ack Farris ONCRETE: 75 F SLUMP: AIR: TEST METHOD: SAMPLE LOCATION: N/A ASTM C- 143 ASTM C- t 72 ASTM C-39 Line 2P, I ft. south CYLINDER MARKED SET NO. MEASURED SLUMP (inches) 8 1 4.25 8 2 4.25 8 3 4.25 8 4 4.25 Note: See page 1 Technician: Jack Farris Report Distribution: (I) Lincoln Property Company (I) Butler Construction {I) O'Brien & Associates (I) AECC, Inc. DATE TESTED 03/12/1998 03/12/1998 TRUCKNO: 802 AIR CONTENT (%): N/A PLACEMENT LOCATION: See page 1 REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 115760 7 116300 04/02/1998 28 04/02/1998 28 TICK[ UN A£ Average Started: 5:30 am Finished: 4:30 pm I'~ ( l ) City of Coppell/Bldg. insp. (l) City of Coppell/Constr. lnsp. TNO: 651863 it WEIGHT (pc0: N/A CUMULATIVE YARDS: 920 COMPRESSIVE STRENGTH (psi) 4090 4110 This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the wt 4100 FRACTURE TYPE .- Engi ]ugene Harbour Vice President [ten approval of HBC Engineering, Inc. 01AK Page 8 of 8