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Northlake 635(3)-LR 980527CONCRETE COMPRr SIVE STRENGTH Date of Service: Client No.: Client: 05/18/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 981269' Project No.: 43-245~ Project: Coppell Belt Lil Coppell 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: 16 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi @ 28 Days 3-5" 3-6% ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 05/I 8/1998 TIME SAMPLED: 4:45 am BY: WEATHER CONDITIONS: Cloudy TEMPERATURE (F) - AIR 70 F ( TRUCK NO: 847 TICIC AIR CONTENT (%): 4.1 ur PLACEMENT LOCATION: Paving, north side of Building C SAMPLE LOCATION: 80'N/bldg. at G line CYLINDER MEASURED MARKED SLUMP DATE SET NO. (i Aches) TESTED 1 I 9.00* 05/25/1998 1 2 9.00* 05/25/1998 REPORT OF TESTS MAXIMUM AG E LOAD (days) (lbs. force) 7 86250 7 89330 Average 1 3 9.00* 06/15/1998 28 I 4 9.00* 06/15/1998 28 A~ Note: Contractor added water. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the s 01AK Page ! of 10 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 ,97 Report Date 05/27/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 4:43 am dark Apodaca :ONCRETE: 82 F ;TNO: 712133 IT WEIGHT (pc0: N/A 2CUMULATIVE YARDS: 70 COMPRESSIVE STRENGTH (psi) 3050 3160 3110 FRACTURE TYPE ittcn approval of HBC Engineering, Inc. CONCRETE COMPR ' SIVE STRENGTH TE?f Date of Service: 05/18/1998 Report No.: 981269! 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 reqm~ compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 16 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 3-5" 3-6% ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 05/18/1998 TIME SAMPLED: 5:41 am BY: WEATHER CONDITIONS: Partly TEMPERATURE (F} - AIR 73 TRUCK NO: 730 AIR CONTENT (%): 4.3 PLACEMENT LOCATION: See page i SAMPLE LOCATION: 45'N/bldg. at F line CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 2 I 7.00* 05/25/1998 2 2 7.00* 05/25/1998 REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 108180 7 102340 Average 2 3 7.00* 06/15/1998 28 2 4 7.00* 06/15/1998 28 * Note: See page 1 This report is exclusively for the use of the client indicated above and shall not be reproducexl except in full without the 01AK Page 2 of 10 .97 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 05/27/1998 Business Center II e Rd. & Lakeshore Dr. Texas FRACTURE TYPE itten approval of HBC Engineering, Inc. BATCHTIME: 5:35 am 4ark Apodaca oudy F ( ONCRETE: 80 F TICm:T NO: 712141 UN IT WEIGHT (PC0: N/A AC :CUMULATIVE YARDS: COMPRESSIVE STRENGTH (psi) 3830 3620 3730 'ed field test and cast 150 CONCRETE COMP SIVE STRENGTH Date of Service: 05/18/1998 Report No.: 981269 Client No.: 52617000 Project No.: 43-245~ Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Coppell Belt Li~ Coppell Services: Obtaiu samples of fresh concrete at the placement locations, perform requi compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PriNT: 16 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 3-5" 3-6% ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 05/18/1998 TIME SAMPLED: 7:00 am BY: WEATHER CONDITIONS: Partly TEMPERATURE (F) - AIR 73 v { TRUCKNO: 410 TICK AIR CONTENT (%): 3.8 ur PLACEMENT LOCATION: See page I SAMPLE LOCATION: 40'N/bldg. at D.9 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 3 1 6.00* 05/25/1998 7 93420 3 2 6.00' 05/25/1998 7 91590 Average 3 3 6.00* 06/15/1998 28 3 4 6.00* 06/15/1998 28 * Note: See page 1 This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the ~ 01AK Page 3 of 10 ENGRqEERII~, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 05/27/1998 .97 Business Center II ~e Rd. & Lakeshore Dr. Texas ~d field test and cast BATCH TIME: 6:53 am dark Apodaca oudy :ONCRETE: 81 F gTNO: 712153 IT WEIGHT (pc0: N/A :CUMULATIVE YARDS: 270 COMPRESSIVE STRENGTH (psi) 3300 3240 3270 FRACTURE TYPE 'ittcn approval of HBC Engineering, Inc. .CONCRETE COMPR' SIVE STRENGTH Date of Service: 05/18/1998 Report No.: 981269! Client No.: 52617000 Project No.: 43-245~ Client: Lincoln ProperW Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Coppell Belt Lil Coppell 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: 16 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 3-5" 3-6% ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9351 PLACEMEWr DATE: 05/18/1998 TIME SAMPLED: 7:55 am BY: WEATHER CONDITIONS: Partly TEMPERATURE (F) - AIR 74 F TRUCK NO: 550 TICKJ AIR CONTENT (%): 4.0 ub PLACEMENT LOCATION: See page I SAMPLE LOCATION: 50'N/bldg. at D.2 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 4 1 6.00* 05/25/1998 7 74860 4 2 6.00* 05/25/1998 7 78310 Average 4 3 6.00* 06/15/1998 28 4 4 6.00' 06/15/1998 28 * Note: See page 1 This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the ~ 01AK Page 4 of 10 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 05/27/1998 .97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 7:50 am ~Iark Apodaca oudy :ONCRETE: 80 F ,:T NO: 712162 IT WEIGHT (pc0: N/A ~CUMULATIVE YARDS: 360 COMPRESSIVE STRENGTH (psi) 2650 2770 2710 FRACTURE TYPE itten approval of HBC Engineering, Inc. CONCRETE COMP SIVE STRENGTH Date of Service: Client No.: Client: 05/18/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 981269! Project No.: 43-2452 Project: Coppell Belt Lin Coppell 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: 16 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 3-5" 3-6% ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 05/18/1998 TIME SAMPLED: 8;57 am BY: WEATHER CONDITIONS: Clear TEMPERATURE (F)-AIR 78 F TRUCK NO: 847 TICR AIR CONTENT (%): 4.2 UN PLACEMENT LOCATION: See page ! SAMPLE LOCATION: CYLINDER MARKED SET NO. 20'N/bldg. at B.7 REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 5 1 7.00' 05/25/1998 7 87720 5 2 7.00* 05/25/1998 7 86220 Average 5 3 7.00' 06/15/1998 28 5 4 7.00* 06/15/1998 28 A( * Note: See page 1 This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the w 01AK Page 5 of 10 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 05/27/1998 -97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 8.'55 am /lark Apodaca ONCRETE: 80 F :TNO: 712171 IT WEIGHT (PC0: N/A :CUMULATIVE YARDS: 440 COMPRESSIVE STRENGTH (psi) 3100 3050 3080 FRACTURE TYPE tten approval of HBC Engineering, Inc. CONCRETE COMPR SIVE STRENGTH Date of Service: 05/18/1998 Report No.: 981269! 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 Lit Coppell 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: 16 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 34" 3-6% ASTM C- 143 ASTM C-172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 05/18/1998 TIME SAMPLED: 10:25 am BY: WEATHER CONDITIONS: Clear TEMPE~O, TURE (F)- Am 81 F TRUCK NO: 408 TICI~ AIR CONTENT (%): 3.9 u~ PLACEMENT LOCATION: See page ! SAMPLE LOCATION: W end, I 0'W/island at water hydrant REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 6 1 7.00' 05/25/1998 7 81390 6 2 7.00' 05/25/1998 7 88200 Average 6 3 7.00* 06/15/1998 28 6 4 7.00* 06/15/1998 28 Note: See page 1 This report is exclusively for the use of the client indicated above and shall not bc reproduced except in full without the ~ 01AK Page 6 of 10 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 -97 Report Date 05/27/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: N/A dark Apodaca IONCRETE: 83 F ~.T NO: 712183 IT WEIGHT (pcf): N/A ~CUMULATIVE YARDS: 560 COMPRESSIVE STRENGTH (psi) 2880 3120 3000 FRACTURE TYPE ittcn approval of HBC Engineering, Inc. CONCRETE COMP SIVE STRENGTH Date of Service: 05/18/1998 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 981269! 43-2452 Coppell Belt Lin Coppell 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: 16 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 3-6% ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 05/18/1998 TIME SAMPLED: 11:45 am BY: WEATHER CONDITIONS: Clear TEMPERATURE (F)-AIR 90 F TRUCKNO: 730 TICKI AIR CONTENT (%): 4.4 UN PLACEMENT LOCATION: See page I SAMPLE LOCATION: W end, 30'W/island, 5'N/water hyd. CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 7 1 7.50* 05/25/1998 7 104020 7 2 7.50* 05/25/1998 7 100080 Average 7 3 7.50* 06/15/1998 28 7 4 7.50* 06/15/1998 28 A( * Note: See page 1 This repot~ is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wr 01AK Page 7 of 10 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 05/27/1998 .97 Business Center II e Rd. & Lakeshore Dr. Texas 'ed field test and east BATCHTIME: 11:30 am 4ark Apodaca ONCRETE: 86 F ',T NO: 712195 rr WEIGHT (pc0: N/A 'CUMULATIVE YARDS: 68015 COMPRESSIVE STRENGTH FRACTURE (psi) TYPE 3680 3540 3610 tten approval of HBC Engineering, Inc. -CONCRETE COMP SIVE STRENGTH Date of Service: Client No.: Client: Services: 05/18/1998 Report No.: 981269! 52617000 Project No.: 43-245; Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppell Belt Lil 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: 16 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi (~} 28 Days 3-5" 3-6% ASTM C-143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: 40'N/bldg. at G.4 PROJECT DATA CONCRETE CLASS: PLACEMENT DATE: ,97 9351 05/18/1998 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 05/27/1998 Business Center II ~e Rd. & Lakeshore Dr. Texas ~ed field test and cast BATCH TIME: N/A TIME SAMPLED: 1:09 pm BY: ~Iark Apodaca WEATHER CONDITIONS: Clear |' TEMPERATURE (F) - AIR 91 F ~ONCRETE:t 85 g TRUCK NO: 408 TICKJgT NO: 712200 AIR CONTENT (%): 4.1 m FIT WEIGHT (PC0: N/A PLACEMENT LOCATION: See page I REPORT OF TESTS CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 8 1 6.75' 05/25/1998 8 2 6.75 * 05/25/1998 MAXIMUM AGE LOAD (days) (lbs. force) AI 7 79650 7 86220 Average 2CUMULATIVE YARDS: 780 COMPRESSIVE STRENGTH FRACTURE (psi) TYPE 2820 3O5O 2940 8 3 6.75* 06/15/1998 28 8 4 6.75* 06/15/1998 28 * Note: See page 1 This ~port is exclusively for thc usc of thc client indicated above and shall not be reproduced except in full without the v ritt~n approval of HBC Engineering, Inc. 01AK Page 8 of 10 · CONCRETE COMP SIVE STRENGTHTM Date of Service: 05/18/1998 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 981269' 43-245~ Coppeil Belt Li[ Coppell 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: 16 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi (~ 28 Days 3-6% ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 05/18/1998 TIME SAMPLED: 2:10 pm BY: WEATHER CONDITIONS: Clear TEMPERATURE (F)-AIR 94 F TRUCK NO: 373 TICI~ AIR CONTENT (%): 3.7 u~ PLACEMENT LOCATION: See page ! SAMPLE LOCATION: CYLINDER MARKED SET NO. 40'N/bldg. at I line REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 9 1 9.50* 05/25/1998 7 88760 9 2 9.50* 05/25/1998 7 91310 Average 9 3 9.50* 06/15/1998 28 9 4 9.50* 06/15/1998 28 A~ * Note: See page 1 This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the 01AK Page 9 of 10 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 05/27/1998 .97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 1:37 pm /lark Apodaca iONCRETE: 85 F ;TNO: 712206 IT WEIGHT (pc0: N/A :CUMULATIVE YARDS: 830 COMPRESSIVE STRENGTH (psi) 3140 3230 3190 FRACTURE TYPE ittcn approval of HBC Engineering, Inc. CONCRETE COMPI "3SIVE STRENGTH TEo F Date of Service: Client No.: Client: 05/18/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 981269! Project No.: 43-245~ Project: Coppell Belt Lit Coppell Services: Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samp les. ** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 16 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 3-5" 3-6% ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 05/18/1998 TIME SAMPLED: 2:45 pm BY: } WEATHER CONDITIONS: Clear TEMPERATURE (F) - AIR 95 F t2 TRUCK NO: 730 TlCm AIR CONTENT (%): 4.4 UN PLACEMENT LOCATION: See page ! SAMPLE LOCATION: 80'N/bldg. at J.2 CYLINDER MARKED SET NO. MEASURED SLUMP (inches) 10 I 7.00* 10 2 7.00* 10 3 7.00* 10 4 7.00* REPORT OF TESTS MAXIMUM DATE AGE LOAD TESTED (days) (lbs. force) 05/25/1998 7 105070 05/25/1998 7 102050 Average 06/15/1998 28 06/15/1998 28 A( * Note: See page 1 Technician: Mark Apodaca Report Distribution: (I) Lincoln Property Company (I) Butler Construction (I) O'Brien & Associates (1) AECC, Inc. Started: 3:30 am Finished: 4:00 pm I--~ (I) City ofCoppell/Bldg, lnsp. (I) City ofCoppell/Constr. Insp. (I) Mullen & Powell Technistructures This report is exclusively for the use &the client indicated above and shall not be reproduced except in full without the w~ 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 05/27/1998 ¸97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: N/A /lark Apodaca ONCRETE:' 86 F :TNO: 712215 ITWEIGHT (pc0: N/A :CUMULATIVE YARDS: 920 COMPRESSIVE STRENGTH (psi) 3720 3610 3670 FRA~URE TYPE ~ Engineerint ~ugene~ Vice President tten approval of HBC Engineering, Inc. 01AK Page 10 of 10 t2ONCRETE COMP SIVE STRENGTH Date of Service: 04/28/1998 Report No.: 981087.~ 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 requi~ compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 16 (on site) SPECIFICATION REQUIREMENTS STRENGTH: 3500 psi ~ 28 Days 5" max N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9337 PLACEMENT DATE: 04/28/1998 TIME SAMPLED: 6:36 am BY: WEATHER CONDITIONS: Cloudy TEMPERATURE (F) - AIR 54 TRUCK NO: 849 TICm AIR CONTENT (%): N/A UN PLACEMENT LOCATION: Panels 44, 48-64, 2-8, 65, 66, I, 14, 14A, 15-~ Building B SAMPLE LOCATION: Panel 55 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) I 1 9.00* 05/05/1998 7 91010 I 2 9.00' 05/05/1998 7 88090 Average I 3 9.00* 05/26/1998 28 147740 I 4 9.00* 05/26/1998 28 137390 Average AC * Note: Water added by others. Concrete placed by pump; samples t of discharge. No G.C. rep on site at time of sample; Butler notific placement slump was out of spec. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the w~ 01AK Page I of 7 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 -97 Report Date 05/28/1998 Business Center II e Rd. & Lakeshore Dr. Texas 'ed field test and cast BATCH TIME: 6:32 am )ean Martin light wind ONCRETE: 71 F :TNO: 711755 IT WEIGHT (per): N/A !1, 67-69, 13, 9, 40, 41, 38, 38A, 70, 71, :CUMULATIVE YARDS: COMPRESSIVE STRENGTH (psi) 3220 3120 3170 5220 4860 5040 ken at point d that 140 FRACTURE TYPE itten approval of HBC Engineering, Inc. CONCRETE COMPR t . SIVE STRENGTH Date of Service: 04/28/1998 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 981087~ 43-2452 Coppell Belt Lin Coppell Services: Obtain samples of fresh concrete at the placement locations, perform requil compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 16 (on site) SPECIFICATION REQUIREMENTS STRENGTH: 3500 psi (~ 28 Days 5" max N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9337 PLACEME~rr DATE: 04/28/1998 TIME SAMPLED: 7:47 am BY: WEATHER CONDITIONS: Cloudy,. TEMPERATURE (F)-AIR 54 F C TRUCK NO: 852 TICK[ AIR CONTENT (%): N/A UN PLACEMENT LOCATION: See page 1 SAMPLE LOCATION: Panel 62 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 2 I 5.00 05/05/1998 7 89230 2 2 5.00 05/05/1998 7 85770 Average 2 3 5.00 05/26/1998 28 125700 2 4 5.00 05/26/1998 28 122130 Average A( This report is exclusively for thc usc of thc client indicated above and shall not be reproduced except in full without thc wri 01AK Page 2 of 7 ENGINEERING, INC. 8901 Carpenter Frwy. Snite #100 Dallas, Texas 75247 Report Date 05/28/1998 .97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 7:27 am )ean Martin light wind ONCRETE: 67 F TNO: 711764 IT WEIGHT (pet): N/A CUMULATIVE YARDS: 230 COMPRESSIVE STRENGTH (psi) 3160 3030 3100 4450 4320 4390 FRACTURE TYPE ~n approval of HBC Engineering, Inc. CONCRETE COMPR? SIVE STRENGTH Date of Service: 04/28/1998 Report No.: 981087: Client No.: 52617000 Project No.: 43-245~ Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Coppell Belt Li~ Coppell 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: 16 (on site) SPECIFICATION REQUIREMENTS STRENGTH: 3500 psi ~ 28 Days 5" max N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9337 PLACEMENT DATE: 04/28/1998 TIME SAMPLED: 9:34 am BY: WEATHER CONDITIONS: Partly TEMPERATURE (F) - Am 58 F ; TRUCK NO: 410 TICK AIR CONTENT (%): N/A ur PLACEMENT LOCATION: See page I SAMPLE LOCATION: Panels ! & 64 REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 3 I 6.00 05/05/1998 7 89250 3 2 6.00 05/05/1998 7 91110 Average 3 3 6.00 05/26/1998 28 125960 3 4 6.00 05/26/1998 28 116470 Average This report is exclusively for the use of the client indicated above and shall not bc reproduced except in full without thc 01AK Page 3 of 7 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 -97 Report Date 05/28/1998 Business Center II ~e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 9:01 am )can Martin oudy, windy :ONCRETE: 73 F STNO: 642604 IT WEIGHT (pet): N/A ~CUMULATIVE YARDS: 310 COMPRESSIVE STRENGTH (psi) 3160 3220 3190 4450 4120 4290 FRACTURE TYPE ~tten approval of HBC Engineering, Inc. CONCRETE COMPRESSIVE STRENGTH Date of Service: 04/28/1998 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 981087.' 43-2452 Coppell Belt Lin Coppell, 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: 16 (on site) SPECIFICATION REQUIREMENTS STRENGTH: 3500 psi ~ 28 Days 5" max N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9337 PLACEMENT DATE: 04/28/1998 TIME SAMPLED: 10:14am BY: [ WEATHER CONDITIONS: Mostly C TEMPERATURE (F} - AIR 57 F C TRUCK NO: 852 TICK~ AIR CONTENT (aA): N/A UN: PLACEMENT LOCATION: See page I SAMPLE LOCATION: Panel 6 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 4 1 6.00 05/05/1998 7 97530 4 2 6.00 05/05/1998 7 94930 Average 4 3 6.00 05/26/1998 28 115750 4 4 6.00 05/26/1998 28 109120 Average 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 4 of 7 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 05/28/1998 .97 Business Center II ~ Rd. & Lakeshore Dr. Texas ed field test and cast BATCHTIME: 9:50 am lean Martin loudy, windy DNCRETE: 69 F TNO: 711768 T WEIGHT (pc0: N/A CUMULATIVE YARDS: 400 COMPRESSIVE STRENGTH (psi) 3450 3360 3410 4090 3860 3980 FRACTURE TYPE ttcn approval of HBC Engineering, Inc. CONCRETE COMPR? SIVE STRENGTH Date of Service: 04/28/1998 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 981087~ 43-2452 Coppell Belt Lin Coppell 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: 16 (on site) SPECIFICATION REQUIREMENTS S~RENG~: 3500 psi ~ 28 Days 5" max N/A ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9337 PLACEMENT DATE: 04/28/1998 TIMESAMPLEO: 11:34 am BY: [ WEATHER CONDITIONS: Cloudy, TEMPERATURE (F} - AIR 58 F C TRUCK NO: 19 TiC~ AIR CONTENT (%}: N/A Vn PLACEMENT LOCATION: See page I SAMPLE LOCATION: Panel 19 REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (ll~. force) 5 I 7.75 05/05/1998 7 95610 5 2 7.75 05/05/1998 7 91910 Average 5 3 7.75 05/26/1998 28 126820 5 4 7.75 05/26/1998 28 117890 Average AC This report is exclusively for the usc of thc client indicated above and shall not be reproduced except in full without the wri 01AK Page 5 of 7 8901 Carpenter Frwy., Suite #100 Dallas, Texas 7S247 Report Date 05/28/1998 .97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: I 1:25 am Bean Martin windy DNCRETE: 71 F TNO: 711780 ~X WERmT (pc0: N/A CUMULATIVE YARDS: EOMPRESSIVE STRENGTH (psi) 3380 3250 3320 4480 4170 4330 520 FRACTURE TYPE ~en approval of HBC Engineering, Inc. CONCRETE COMPR _ SIVE STRENGTH Date of Service: 04/28/1998 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 981087 43-245'~ Coppell Belt Lit Coppell Services: Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLmR: Pioneer Concrete PLANT: 16 (on site) SPECIFICATION REQUIREMENTS STRENGTH: 3500 psi ~ 28 Days 5" max N/A ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: Panels 28 & 29 PROJECT DATA CONCRETE CLASS: 9337 PLACEMENT DATE: 04/28/1998 TIME SAMPLED: 12:59 pm BY: WEATHER CONDITIONS: Cloudy TEMPERATURE (F) - AIR 58 F ( TRUCK NO: 849 TICK] AIR CONTENT (%): N/A ur PLACEMENT LOCATION: See page 1 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (Ib~. force) 6 I 5.50 05/05/1998 7 97450 6 2 5.50 05/05/1998 7 94930 Average 6 3 5.50 05/26/1998 28 123510 6 4 5.50 05/26/1998 28 115340 Average Al This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the v 01AK Page 6 of 7 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 05/28/1998 .97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 12:49 pm )can Martin :ONCRETE: 71 F ~ NO: 711790 IT WEIGHT (pc0: N/A .~CUMULATIVE YARDS: 620 COMPRESSIVE STRENGTH (psi) 3450 3360 3410 4370 4080 4230 FRACTURE TYPE ittcn approval of HBC Engineering, Inc. CONCRETE COMPRI SIVE STRENGTH Date of Service: 04/28/1998 Report No.: 9810875 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 Lin Coppell, Services: Obtain samples of fresh concrete at the placement IDeations, perform requir compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 16 (on site) SPECIFICATION REQUIREMENTS STRENGTH: 3500 psi ~ 28 Days 5" max N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9337 PLACEMENT DATE: 04/28/1998 TIME SAMrLED: 2:00 pm BY: E WEATHER CONDITIONS: Cloudy TEMPERATURE (F} - AIR 59 V C, TRUCK NO: 849 TICKE AIR CONTENT (%): N/A PLACEMENT LOCATION: See page 1 SAMPLE LOCATION: Panels 38 & 38A CYLINDER MEASURED MARKED SLUMP SET NO. (inches) 7 I 5.50 7 2 5.50 7 3 5.50 7 4 5.50 REPORT OF TESTS MAXIMUM DATE AGE LOAD TESTED (days) (lbs. force) 05/05/1998 7 70120 05/05/1998 7 71520 Average 05/26/1998 28 142680 05/26/1998 28 137390 Average AC Technician: Dean Martin Report Distribution: (I) Lincoln Property Company (I) Butler Construction (I) O'Bricn & Associates (I) AECC, Inc. Started: 5:30 am Finished: 3:00 pm I'~ (I) City of Coppell/Bldg. lnsp. (I) City ofCoppell/Constr. Insp. (I) Mullen & Powell Technistructures This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without thc va 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 05/28/1998 97 ]usiness Center II ; Rd. & Lakeshore Dr. Texas ~d field test and cast BATCH TIME: 1:40 pm ;an Martin NCRETE: 72 F rNO: 711800 TWEIGHT(oc0:N/A :UMULATIVE YARDS: 720 OMPRESSIVE STRENGTH (~i) 2480 2530 2510 5050 4860 4960 FRACTURE TYPE Eng~ ]ugene Ha'~bour Vice President ttcn approval of HBC Engineering. 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