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Northlake 635(3)-LR 980423CONCRETE COMPi /SSIVE STRENGTH TE:ST Date of Service: Client No.: Client: Services: 03/25/1998 Report No.: 980811 52617000 Project No.: 43-245: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppel Belt Li~ Coppel 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: 29 SPECIFICATION REQUIREMENTS STRENGTH: 3500 psi ~ 28 Days 5" N/A ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9337 PLACEMENT DATE: 03/25/1998 TIME SAMPLED: 3105 pm BY: WEATHER CONDITIONS: Clear, TEMPERATURE (F) - AIR 76 V ~ TRUCK NO: 879 TICK AIR CONTENT (%): N/A ur PLACEMENT LOCATION: Piers, Building D SAMPLE LOCATION: I I-E.6, 1 l-F, I I-F.4 CYLINDER MEASURED MARKED SLUMP SET NO. (inches) 1 I 6.00 I 2 6.00 1 3 6.00 1 4 6.00 Technician time DATE TESTED 04/01 / 1998 04/0 I/1998 04/22/1998 04/22/1998 on report 9808117. REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 115010 7 110540 Average 28 141590 28 144830 Average A~ Technician: Brian Otis Report Distribution: (I) Lincoln Property Company (1) Butler Construction (I) O'Brien & Associates (I) AECC, Inc. Started: Finished: I"B (I) City ofCoppell/BIdg. Insp. (l) City ofCoppell/Constr. Insp. This report is exclusively for thc usc of thc client indicated above and shall not bc reproduced except in full without thc w 01AK Page ! of ! 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 8 ~.-97 Report Date 04/23/1998 Business Center II ,e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 1:53 pm 3rian Otis cry windy ;ONCRETE:. 80 F ~.T NO: 651205 !IT WEIGHT (pc0: N/A .'CUMULATIVE YARDS: COMPRESSIVE STRENGTH (psi) 4070 3910 3990 5010 5120 5070 10 FRACTURE TYPE -~ En~c. Eugene Harbour Vice President ittcn approval of HBC Engineering, Inc. CONCRETE COMPK"]' SSIVE STRENGTH TE; T 03/25/1998 Report No.: 980809 Date of Service: Client No.: Client: Services: 52617000 Project No.: 43-245~ Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples.** CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 27 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 3-6% ASTM C- 143 ASTM C- 172 ASTM Co39 SLUMP: AIR: TEST METHOD: SAMPLE LOCATION: 4.5, 1.5 CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED .97 1 I 5.00 04/01/1998 I 2 5.00 04/01/1998 I 3 5.00 04/22/1998 I 4 5.00 04/22/1998 PROJECT DATA CONCRETE CLASS: 3349 PLACEMENT DATE: 03/25/1998 TIME SAMPLED: 4:15 am BY: WEATHER CONDITIONS: Partly TEMPERATURE (F) - AIR TRUCK NO: N/A AIR CONTENT (%): N/A PLACEMENT LOCATION: Building C slab, I-Q, 3-5 REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 108640 7 113650 Average 28 125690 28 123140 Avera~le 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/23/1998 Coppell Business Center II Belt Lil te Rd. & Lakeshore Dr. Coppell Texas ed field test and east BATCH TIME: N/A ;ddie Eirod )udy, cool 64 l* CONCRETE: 70 F TIC~ Y NO: N/A UN T WEIGHT (pcO: N/A CUMULATIVE YARDS: ~OMPRESSIVE STRENGTH 3840 4020 3930 4440 4350 4400 AC This report is exclusively for the use of the client iudicated above aud shall not bc reproduced except in full without the writl 10 FRACTURE TYPE =n approval of HBC Engineering, Inc. 01AK Page I of 5 COlqlCRETE COMPI SSIVE STRENGTH TEST Date of Service: Client No.: Client: Services: 03/25/! 998 Report No.: 98080 52617000 Project No.: 43-24 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppel Belt Li~ Coppel 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 Pt,nm': 27 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" 3-6% ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 3349 PLACEMENT DATE: 03/25/1998 TIME SAMPLED: 6:45 am BY: WEATHER CONDITIONS: Partly TEMPERATURE (F) - AIR 64 F TRUCK NO: 749 TICK AIR CONTENT (%): N/A ur PLACEMENT LOCATION: See page I SAMPLE LOCATION: 4.K CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 2 I 5.00 04/01/1998 2 2 5.00 04/01/1998 2 3 5.00 04/22/1998 2 4 5.00 04/22/19911 REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 119110 7 116760 Average 28 135340 211 137250 Average Al This report is cxclusively for thc usc of thc clicnt indicated abovc and shall not be reproduced except in full without thc a 01AK Page 2 of 5 8901 Carpenter Frwy. Suite #100 Dallas, Texas 7S247 5 >.-97 Report Date 04/23/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: N/A ~ddie Elrod Ioudy, cool :ONCRETE: 68 F ET NO: 664670 xr WEm~IT (pc0: N/A ;CUMULATIVE YARDS: 260 COMPRESSIVE STRENGTH (psi) 4210 4130 4170 4790 4850 4820 tten approval of HBC Engineering, Inc. O~AK CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: 03/25/1998 Client No.: 52617000 Report No.: 980809 Project No.: 43-245; -97 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/23/1998 Client: Services: SLUMP: AIR: TEST METHOD: CONTRACTOR: CONCRETE SUPPLI ER: PLANT: SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" 3-6% ASTM C-143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: Lincoln Property Company Project: Coppell 3300 Lincoln Plaza/Larry Moon Belt Lit 500 North Akard Street Dallas TX 75201-3394 Coppell Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples.** PROJECT DATA Butler Construction CONCRETE CLASS: 3349 Pioneer Concrete PLACEMENT DATE: 03/25/1998 27 TIME SAMPLED: 8.'00 am BY: WEATHER CONDITIONS: Partly TEMPERATURE (F) - AIR 66 F c ONCRETE: 70 F TRUCKNO: 749 TICKI,'r NO: 664685 AIR CONTENT (%): N/A UN PLACEMENT LOCATION: See page 1 4.7, M REPORT OF TESTS AC MAXIMUM CYLINDER MEASURED MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 3 I 7.00 04/01/1998 7 100060 3 2 7.00 04/01/1998 7 101490 Average 3 3 7.00 04/22/1998 28 131870 3 4 7.00 04/22/1998 28 136600 Average This report is exclusively for thc use of thc client indicated above and shall not be reproduced except in full without the wri Page 3 of 5 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and east FRACTURE TYPE BATCH TIME: N/A ;ddie EIrod oudy, cool .~cn approval ofHBC Enginccring, Inc. 'CUMULATIVE YARDS: 360 COMPRESSIVE STRENGTH (psi) 3540 3590 3570 4660 4830 4750 IT WEIGHT (pc0: N/A O CRETE COMPRv_;SSIVE STRENGTH TEST Date of Service: Client No.: Client: Services: 03/25/I 998 Report No.: 98080 52617000 Project No.: 43-24 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppel Belt Li~ Coppel 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: 27 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi (~ 28 Days 5" 3-6% ASTM C- ! 43 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: 4.5, N.2 PROJECT DATA CONCRETE CLASS: 3349 PLACEMENT DATE: 03/25/1998 TIME SAMPLED: 9:45 am BY: WEATHER CONDITIONS: Partly TEMPERATURE (F) - AIR 70 F TRUCK NO: 803 TICK AIR CONTENT (%): N/A ur PLACEMENT LOCATION: See page I CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inche~) TESTED 4 1 5.25 04/01/1998 4 2 5.25 04/01 / 1998 4 3 5.25 04/22/1998 4 4 5.25 04/22/1998 REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 114100 7 112510 Average 28 129690 28 129990 Average This report is exclusively for thc usc of the client iudicatcd above and shall not be reproduced except in full without thc ~ 01AK Page 4 of 5 8901 Carpenter Frvry. Suite #I00 Dallas, Texas 75247 5 Report Date 04/23/1998 ).-97 Business Center II ~e Rd. & Lakeshore Dr. Texas ed field test and cast BATCHTIME: 9:07 am ]ddie EIrod loudy, cool :ONCRETE: 72 F ~T NO: 664701 IT WEIGHT (pcf): N/A ;CUMULATIVE YARDS: 450 COMPRESSIVE STRENGTH (psi) 4030 3980 4010 4590 4600 4600 FRACTURE TYPE ttcn approval of HBC Engineedng, Inc. Oi CRETE COMPtc SSIVE STRENGTH TEST Date of Service: 03/25/1998 Report No.: Client No.: 52617000 Project No.: 980809 43-245'~ 5 ~-97 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/23/1998 Client: Services: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppel Belt Li~ Coppei Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples.** CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 27 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi (~ 28 Days SLUMP: 5" PROJECT DATA CONCRETE CLASS: 3349 PLACEMENT DATE: 03/25/199: T[MESAMPLED: 11:I0 am BY: WEATHER CONDITIONS: Partly TEMPERATURE (F) - AIR 72 F TRUCK NO: 549 T~Cm Business Center II ne Rd. & Lakeshore Dr. Texas field test and east BATCHTIME: 10:10 am :.ddie EIrod oudy, cool 'ONCRETE: 80 F rrno: 651168 AIR: 3-6% TEST METHOD: ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: 4, 0.5 CYLINDER MEASURED MARKED SLUMP SET NO. (inches) 5 1 5.00 5 2 5.00 5.00 5.00 5 3 5 4 Technician: Eddie Elrod Report Distribution: (I) Lincoln Property Company (1) Butlcr Construction (1) O'Bricn & Associates (I) AECC, Inc. DATE TESTED AIR CONTENT (%): N/A PLACEMENT LOCATION: Sec page I REPORT OF TESTS MAXIMUM AGE LOAD (days) (Iba. force) 04/01/1998 04/01/i 998 04/22/I 998 04/22/1998 7 129760 7 123260 Average 28 166390 28 167330 Average Started: 3:00 am (I) City of Coppell/BIdg. Insp. (I) City ofCoppell/Constr. Insp. Finished: 1:00 pm I-~ This report is cxclusivcly for thc use of thc client indicated above and shall not bc reproduced except in full without thc wr UN A( rrwzioHT (p~0: N/A CUMULATIVE YARDS: 500 COMPRESSIVE STRENGTH (p~i) 4590 4360 4480 5880 5920 5900 FRACTURE TYPE Enginee~ ',ugene HarBo~r Vice President Ion approval of HBC Engineering, Inc. 01AK Page 5 of 5 CONCRETE COMPK.,;SSIVE STRENGTH TE;ST Date of Service: Client No.: Client: 04/15/1998 52617000 Lincoln Property Colnpany 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 98097! Project No.: 43-245 Project: Coppe Belt Li Coppe Services: Obtain samples of fresh concrete at tile placement locations, perform requ compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 16 SPECIFICATION REQUIREMENTS STRENGTH: 3500 psi (~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: Panel l06 PROJECT DATA CONCRETE CLASS: 9337 PLACEMENT DATE: 04/15/1991 TIME SAMPLED: 9:40 am BY: WEATHER CONDITIONS: Partly TEMPERATURE (F) - AIR 80 .F TRUCK NO: 515 TICI~ AIR CONTENT (%): N/A PLACEMENT LOCATION: Building C, Panels 103-I 16 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) I I 5.00 04/22/1998 7 103850 I 2 5.00 04/22/1998 7 97310 Average I 3 5.00 05/13/1998 28 I 4 5.00 05/13/1998 28 This report is exclusively tbr the usc of the client indicated above and shall uot be reproduced except in full without thc w 01AK Page ! of 2 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/23/1998 2-97 Business Center II te Rd. & Lakeshore Dr. I, Texas ired field test and cast BATCH TIME: 9:16 am Eddie Elrod ioudy, cool UONCRETE: 79 ~' .ET NO: 702407 qiT WEIGHT (pc0: N/A CCUMULATIVE YARDS: 70 COMPRESSIVE STRENGTH (psi) 3670 3440 3560 FRACTURE TYPE · itten approval ofHBC Engincedng, Inc. CONCRETE COMPI 'SSIVE STRENGTH TEST Date of Service: 04/i 5/1998 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 Services: 980979 43-245: 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: 16 SPECIFICATION REQUIREMENTS STRENGTH: 3500 psi ~ 28 Days 5" N/A ASTM C- 143 ASTM C-172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9337 PLACEMENT DATE: 04/15/1991 TIME SAMPLED: 10:20 am BY: WEATHER CONDITIONS: Partly TEMPERATURE (F) - AIR 80 F TRUCK NO: 514 TICKI AIR CONTENT (%}: N/A u~ PLACEMENT LOCATION: See page I SAMPLE LOCATION: Panel I I 1 CYLINDER MEASURED MARKED SLUMP SET NO. (inches) 2 1 6.50 2 2 6.50 2 3 6.50 2 4 6.50 REPORT OF TESTS MAXIMUM DATE AGE LOAD TESTED (~lays) (lbs. force) 04/22/1998 7 83300 04/22/1998 7 76950 Average 05/13/1998 28 05/13/1998 28 A( Technician: Eddie Elrod Report Distribution: (!) Lincoln Property Company (I) Butler Construction (I) O'Brien & Associates (I) AECC, Inc. Started: 6:00 am Finished: 12:00 ~ (I} City ofCoppell/BIdg. Insp. (I) City of Coppell/Constr. Insp. This report is exclusively for thc usc of thc client indicated above and shall not be reproduced ex.pt in full without th~ .97 8901 Carpenter Frwy., Suite #100 Dallas, Texas 7S247 Report Date 04/23/1998 Business Center II ~e Rd. & Lakeshore Dr. Texas 'ed field test and cast BATCH TIME: 10:08 am Mdie Elrod oudy, cool 'ONCRETE: 78 F .-r NO: 702414 rr WEIGHT (peO: N/A CUMULATIVE YARDS: 140 COMPRE~IVE STRENGTH (p~i) 2950 2720 2840 FRACTURE TYPE · , Inc. :~ugene Harbour Vice President ten approval of HBC Engineering, Inc. 01AK Page 2 of 2