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Northlake 635(3)-LR 980421CONCRETE COMPRESSIVE STRENGTH TES'F Date of Service: Client No.: Client: Services: 04/13/1998 Report No.: 98095S 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: t6 (on site) SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi (~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: 5'E/10'N of D/8 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 04/13/199~ TIME SAMPLED: 8:15 am BY: WEATHER CONDITIONS: Cool, cl TEMPERATURE (F}-AIR 66 F t TRUCK NO: 853 TICK AIR CONTENT (%): N/A uT PLACEMENT LOCATION: Slab-on-grade, Building D from lines B to D REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) I I 7.00 04/20/1998 7 93570 ! 2 7.00 04/20/1998 7 101180 Average I 3 7.00 05/11/1998 28 ! 4 7.00 05/11/1998 28 'this report is exclusively l~r the use of the client indicated above and shall not be reproduced except in full without the ~ 01AK Page I of 6 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 7 ~--97 Report Date 04/2 ! / 1998 Business Center II te Rd. & Lakeshore Dr. Texas ed field test and east BATCH TIME: 7:51 am )el Ratliff oudy, windy 2ONCRETE: 73 g gT NO: 702278 lIT WEIGHT (pc0: N/A and I to 9 2CUMULATIVE YARDS: 70 COMPRESSIVE STRENGTH (psi) 3310 3580 3450 FRACTURE TYPE itten approval of HBC Engineering, Inc. CONCRETE COMPRESSIVE STRENGTH TEb f Date of Service: 04/13/1998 Report No.: 980959 Client No.: 52617000 Project No.: 43-245~ Client: Lincoln Property Company Project: Coppell 3300 Lincoln Plaza/Larry Moon Belt Li~ 500 North Akard Street Dallas TX 75201-3394 Coppell Services: Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples.** SLUMP: AIR: TEST M ETItOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 16 (on site) SPECIFICATION REQUIREMENTS STRENGTlt: 4000 psi ~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: 5'N/5'E of D/7 CYLINDER MARKED SET NO. PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 04/13/1998 TIME SAMPLED: 9:25 am BY: WEATHER CONDITIONS: Cool, p: TEMPERATURE (F)- AIR 70 g ( TRUCK NO: 853 TICKI AIR CONTENT (%): N/A U~ PLACEMENT LOCATION: See page ! REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE .AGE LOAD (inches) TESTED (days) (lbs. force) 2 ! 5.00 04/20/1998 7 108350 2 2 5.00 04/20/1998 7 104800 Average 2 3 5.00 05/11/1998 28 2 4 5.00 05/I !/1998 28 A( This report is exclusively tbr thc use of the client indicated above and shall not be reproduced except in full without thc w tlIAK Page 2 of 6 ENGINEERING, INC. 8901 Carpeuter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/21/1998 -97 Business Center II ~e Rd. & Lakeshore Dr. Texas 'ed field test and cast BATCH TIME: 9:12 am )el Ratliff rtly cloudy, windy 'ONCRETE: 77 ~' ;T NO: 702287 IT WEIGHT (pc0: N/A :CUMULATIVE YARDS: COMPRESSIVE STRENGTH (psi) 3830 3710 3770 160 FRACTURE TYPE tten approval of HBc Engineering, lac. CONCRETE COMPR JsSIVE STRENGTH TES£ Date of Service: Client No.: Client: Services: 04/13/1998 Report No.: 980959' 526! 7000 Project No.: 43-245~ Lincoln Property Co,npany 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppell Belt Lit 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 (on site) SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" N/A ASTM C- ! 43 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: D-5.75 CYLINDER MARKED SET NO. PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 04/13/1998 TIME SAMPLED: 10:55 am BY: WEATHER CONDITIONS: Clear, TEMPERATURE (F) - AIR TRUCK NO: 853 AIR CONTENT (%): N/A PLACEMENT LOCATION: Sec page I 75 REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 3 I 5.00 04/20/1998 7 121660 3 2 5.00 04/20/1998 7 121020 Average 3 3 5.00 05/11/1998 28 3 4 5.00 05/11/1998 28 This report is exclt,sively tbr the use of the client iqdicatcd above and shall not be r~produced except in full without the wri ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/21/1998 97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: ! 0:42 am )el Ratliff F £ ONCRETE: 78 F TICKI:T NO: 702297 UN IT WEIGHT (OCt): N/A A( CUMULATIVE YARDS: 260 COMPRESSIVE STRENGTH (psi) 4300 4280 4290 FRACTURE TYPE ten approval of HBC Engineering, Inc. 01AK Page 3 of 6 · ' t"" CONCRETE COMPRESSIVE STRENGTH TE S'F Date of Service: Client No.: Client: Services: 04/I 3/! 998 Report No.: 98095; 52617000 Project No.: 43-245 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 No~th 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 METltOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLAST: 16 (on site) SPECIFICATION REQUIREMENTS STRENGTlt: 4000 psi ~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: D-4.75 CYLINDER MARKED SET NO. PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 04/13/1998 TIME SAMPLED: 12:00 pm BY: WEATHER CONDITIONS: Clear, TEMPERATURE (F) - AIR 80 F TRUCK NO: 756 TICR AIR CONTENT (%): N/A ur PLACEMENT LOCATION: See page I REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 4 ! 4.75 04/20/1998 7 122950 4 2 4.75 04/20/1998 7 126480 Average 4 3 4.75 05/1 I/t998 28 4 4 4.75 05/11/1998 28 AC This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the w~ 01AK Page4 of 6 IBC ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 7 2-97 Report Date 04/21/1998 Business Center II te Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: I 1:40 am 2)el Ratliff 'arm :ONCRETE: 80 F ;TNO: 702304 IT WEIGHT (pcl): N/A :CUMULATIVE YARDS: 330 COMPRESSIVE STRENGTH (psi) 4350 4470 4410 FRACTURE TYPE :ten approval of HBC Engineering, Inc. cONCRETE COMPI SSIVE STRENGTH TE. F Date of Service: Client No.: Client: Services: 04/13/I 998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 98095 Project No.: 43-24 Project: Copp~ Belt Li Coppel Obtain samples of fresh concrete at tile placement locations, perform requ compressive strength samples.** CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 16 (on site) SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days SLUMP: 5" AIR: N/A TEST METHOD: ASTM C~ 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: D-3.75 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 04/13/1991 TIME SAMPLED: 1 .' 10 pm BY: WEATHER CONDITIONS: Clear, TEMPERATURE (F) - AiR 85 F TRUCK NO: 756 TICI AIR CONTENT (%): N/A ur PLACEMENT LOCATION: See page I REPORT OF TESTS CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 5 1 4.50 04/20/1998 5 2 4.50 04/20/1998 MAXIMUM AGE LOAD (days) (lbs. force) 5 3 4.50 05/11/1998 28 5 4 4.50 05/1 i/1998 28 7 122420 7 126230 Average 01AK This report is exclusively for the use of thc client indicated above and shall not bc reproduced except in full xvithout the wr Page 5 of 6 )7 2-97 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/21/1998 Business Center II te Rd. & Lakeshore Dr. I, Texas ired field test and cast BATCH TIME: 12:55 pm Del Ratliff talTll 2ONCRETE: 79 F ST NO: 702314 ~lT WEIGHT (PCO: N/A :CUMULATIVE YARDS: 430 COMPRESSIVE STRENGTH {psi) 4330 4460 4400 FRACTURE TYPE ten approval of HBC Engineering, Inc. CONCRETE COMPI SIVE STRENGTH TE , £ Date of Service: 04/13/1998 Client No.: 52617000 Client: Services: Report No.: 980959 Project No.: 43-245: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppel Belt Coppelt Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples.** CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 16 (on site) SPECIFICATION REQUIREMENTS STRENGTIt: 4000 psi ~ 28 Days PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 04/13/1991 TIME SAMPLED: 3:00 pm BY: WEATHER CONDITIONS: Clear, TEMPERATURE (F) - AiR 85 kl3C ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 7 Report Date 04/21/1998 !-97 Business Center II ~e Rd. & Lakeshore Dr. Texas ed field test and cast BATCHTIME: 2:15 pm )el Ratliff arm F CONCRETE: 78 F SLUMI': AIR: TEST METHOD: SAMPLE LOCATION: N/A ASTM C- 143 ASTM C- 172 ASTM C-39 C.75-1.75 CYLINDER MARKED SET NO. 6 6 2 6 3 6 4 Additional MEASURED SLUMP DATE (inches) TESTED 5.25 04/20/1998 5.25 04/20/1998 5.25 05/1 !/1998 5.25 05/11/1998 technician: Eddie Elrod Technician: Del Ratliff Report Distribution: (I } Lincolu Property Company (I) Butler Construction (l) O'Bricn & Associates (1) AECC. Inc. TRUCK NO: 752 TICK[ AIR CONTENT (%): N/A UN PLACEMENT LOCATION: See page I REPORT OF TESTS MAXIMUM AGE LOAD (d'ays) (lbs. force) 7 115160 7 112880 Average 28 28 10:00 am to 3:30 pm Started: 6:00 am City ofCoppell/BIdg, lnsp. City ofCoppell/Constr, lnsp. AC Finished: 10:00 This report is exclusively Ibr the nsc of the client indicated above and shall not be reproduced except in full without thc writ~ TNO: 702321 iT WEIGHT (pet): N/A 2UMULATIVE YARDS: 500 2OMPRESSIVE STRENGTH (psi) 4070 3990 4030 FRACTURE TYPE Engin~c. E agene Harbour Vice President approval of HBC Enginecriag, lac. 01AK Page 6 of 6 CONCRETE COMPR SI STRENGTH Date of Service: 03/23/1998 Client No.: 52617000 Report No.: 980790 Project No.: 43-245: -97 8901 Carpenter Frwy, Suite #100 Dallas, Texas 75247 Report Date 04/21/1998 Client: Services: SLUMP: AIR: TEST METHOD: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppeil Belt Lin Coppell Obtain samples of fresh concrete at the placement locations, perform requil compressive strength samples.** CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLA~: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 6" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 A-2.1, A-2, A-3 SAMPLE LOCATION: PROJECT DATA CONCRET~ CLASS: 9349 PLACEMENT DATE: 03/23/1998 TIME SAMPLED: 11:23 am BY: F WEATHER CONDrrIoNS: Clear, m TEMPERATURE (F) - AIR 70 F c TRUCK NO: 3 73 TICKI~ AIR CONTENT (%): N/A t~ PLACEMENT LOCATION: Piers, Building D CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) 0b~. force) 1 1 6.50 03/30/1998 1 2 6.50 03/30/1998 1 3 6.50 04/20/1998 1 4 6.50 04/20/1998 Note: Concrete placed in piers was Technician time on report 9807902. T~chnician: Brian Otis Report Distribution: (1) Lincoln Prol~rty Company (I) Butler Constm~ion (!) O'Brien & Associates (I) AECC, Inc. 7 115140 7 114280 Average 28 143220 28 145930 Average taken AC Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 10:45 am .rian Otis ild ~)NCRETE: 75 F T NO: 645363 T WElaWr (pc0: N/A L'UMULATIVE YARDS: COMPRESSIVE STRENGTH (psi) 4070 4040 4060 5060 5160 5110 10 TYPE Started: (1) City ofCoppell/Bldg. Insp. (I) City ofCoppell/Constr, lnsp. from slab placement on Bui .ding C. Finished: ~~ Inc. This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the wr iugene Harbour Vice President approval ofHBC Engine~rinL Inc. 01AK Page 1 of I CONCRETE COMPR . SSIVE STRENGTH Date of Service: Client No.: Client: Services: 03/23/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 980790 Project No.: 43-245: Project: Coppell Belt Lil Coppel] Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples.** SLUMP: AIR: TEST METHOD: COnTaACrOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete rL~vr: 19 SPECIFICATION REQUIREMENTS STRENaTH: 4000 psi ~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCm~TE CLASS: 9349 PLACEMENT DATE: 03/23/1998 TIME SAMPLED: 8:55 alTl BY: WEATHER conomoNs: Partly TEMPERATURE (F} - Am 60 F ~ TRUCKNO: 1823 TICK AIR CONTENT (%): N/A t~ PLACEMENT LOCATION: Slab, west end, Building C, A-H & 3-5 SAMPLE LOCATION: A/4 REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (day~) (lbs. force) 1 1 5.00 03/30/1998 7 106230 1 2 5.00 03/30/1998 7 108020 Average 1 3 5.00 04/20/1998 28 133410 I 4 5.00 04/20/1998 28 137450 Average This report is exclusively for thc usc of thc client indicated abovc and shall not be reproduced except in full without thc 01AK Page I of 6 ENGINEERII~, 1NC. 8901 Carpenter Frwy. Suite #100 Dallas, Texas 75247 Report Date 04/21/1998 .97 Business Center II te Rd. & Lakeshore Dr. Texas field test and cast BATCHTIME: 7:55 am )amon Elrod [oudy, sunny :ONCRETE: 64 F ~TNO: 630184 rr WEIaHT (pc0: N/A A~ ~CUMULATlVE YARDS: COMPRESSIVE STRENGTH (p~) 3760 3820 3790 4720 4860 4790 30 FRAC~3~ TYPE itt~n approval of HBC Engineering In~. Date of Service: Client No.: Client: 03/23/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9807901 Project No.: 43-2452 Project: Coppell Belt Li~ Coppell Services: Obtain samples of fresh concrete at the placement locations, perform requi: compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTaACrOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLAwr: 19 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" N/A ASTM C-143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: C.5/4.5 CYLINDER MARKED SET NO. PROJECT DATA CONCm~TE CLASS: 9349 PLACEMENT DATE: 03/23/1998 TIME SAMPLED: 10:12 am BY: WEATHER CONDmONS: Partly TEMPERATURE (F)- AIR 61 F TgUCKNO: 410 TICg~ Am CON~NT (%): N/A PLACEMENT LOCATION: See page I REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 2 1 5.25 03/30/1998 7 100940 2 2 5.25 03/30/1998 7 106220 Average 2 3 5.25 04/20/1998 28 125710 2 4 5.25 04/20/1998 28 130980 Average Note: Potter Concrete controlled water. A~ This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the ~ 01AK Page 2 of 6 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 .97 Report Date 04/2 1/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 9:30 am )amon Elrod oudy, sunny '.ONCRETE: 70 F ~no: 65346 IT WEIGHT (pe0: N/A .~CUMULATIVE YARDS: 130 COMPRESSIVE STRENGTH (psi) 3570 3760 3670 4450 4630 454O TYPE itten approval ofHBC Engin~dn& Inc. CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: Client No.: Client: Services: 03/23/1998 Report No.: 980790] 52617000 Project No.: 43-2452 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppeli Belt Lin Coppell Obtain samples of fresh concrete at the placement locations, perform requiJ compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete Pt~.NT: 19 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: 03/23/1998 TIME SAMPLED: 11:15 am BY: WEATHER CONDITIONS: Sunny, TEMPERATURE (F) - AIR 70 F TRUCK NO: 802 TICK~ AIR CONTENT (%): N/A t~ PLACEMENT LOCATION: See page I SAMPLE LOCATION: D.5/3.5 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 3 1 6.00 03/30/1998 7 115950 3 2 6.00 03/30/1998 7 115110 Average 3 3 6.00 04/20/1998 28 139190 3 4 6.00 04/20/1998 28 135190 Average Note: Potter Concrete controlled water. A( 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 3 of 6 8901 Carpenter Frwy., Suite #I00 Dallas, Texas 75247 Report Date 04/21/1998 -97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH'lIME: 10:55 am ~amon Elrod artly cloudy DNCRETE: 70 F NO: 645364 WEIGHT (PC0: N/A CUMULATIVEYARDS: 230 COMPRESSIVE STRENGTH (~) 4100 4070 4090 4920 4780 4850 TYPE ~n approval of HBC Engineering, Inc. CONCRETE COMPRESSIVE STRENGTH TESf Date of Service: 03/23/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9807901 Project No.: 43-2452 Project: Coppell Belt Lin. Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requir compressive strength samples.** SLUMP: AIR: TEST METHOD: COn~aACrOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 19 SPECIEICATION REQUIREMENTS STREN(;TH: 4000 psi ~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: F.5/4 PROJECT DATA concR~r~ CL4~S: 9349 PLACEMENT DATE: 03/23/1998 TIME SAMPLED: 1:25 pm sv: E WEATHER CONDITIONS: Sunny tc TEMPEI~TURE (F) - AIR 74 F C TRUCK NO: 729 T~CK~ AIR CONTENT (%): N/A PLACEMENT LOCATION: Scc page I CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 4 1 5.25 03/30/1998 4 2 5.25 03/30/1998 4 3 5.25 04/20/1998 4 4 5.25 04/20/1998 Note: Potter Concrete REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs, force) 7 112190 7 113670 Average 28 147450 28 151610 Average controlled water. AC This report is exclusively for thc usc of thc client indicated above and shall not bc reproduced except in full without thc wri 01AK Page 4 of 6 .97 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/21/1998 Business Center II ~ Rd. & Lakeshore Dr. Texas ed field test and cast BATCHTIME: 12:40 pm ,amon Elrod partly cloudy }NCRETE: 78 v T NO: 645394 T WEICriT (pc0: N/A CUMULATIVE YARDS: 330 COMPRESSIVE STRENGTH (psi) 3970 4020 4000 5210 5360 5290 TYPE gn npproval of HBC Engineering, Inc. CONCRETE COMPRESSIVE STRENGTH Date of Service: Client No.: Client: 03/23/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 980790 Project No.: 43-245: Project: Coppell Belt Li~ Coppell Services: Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples.** SLUMP: AIR: TEST METHOD: cowrRAc~om Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 19 SPECIFICATION REQUIREMENTS STRENCTI~: . 4000 psi ~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: G.5/5 PROJECT DATA CON~ CLASS: 9349 PLACEMEWr DATE: 03/23/1998 TIME SAMPLED: 3:15 pm ~v: WEATHER COtmmONS: Partly TEMPERATURE (F}- AIR 76 F ~ X~UCKNO: 802 TICK Am CON'rENT (%): N/A ~ PLACEMENT LOCATION: See pa~e 1 REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 5 1 5.50 03/30/1998 7 106340 5 2 5.50 03/30/1998 7 105530 Average 5 3 5.50 04/20/1998 28 132830 5 4 5.50 04/20/1998 28 136180 Average Note: Potter Concrete controlled water. A~ This report is cxclusivcly for thc usc of thc client indicated above and shall not be reproduced ~xc~pt in full without th~ v 01AK Page 5 of 6 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 -97 Report Date 04/21/1998 Business 'Center II ,e Rd. & Lakeshore Dr. Texas field test and cast BATCHTIME: 2:40 pm )amon Elrod Loudy, sunny :ONCRETE: 80 F ~TnO: 645416 'rr WEiG~rr (pc0: N/A 2CUMULATIVE YARDS: 430 COMPRE~iVE STRENGTH (l~) 3760 3730 3750 4700 4820 4760 ittcn npprovnl ofHBC Engine~flng, Inc. 'CONCRETE COMPRESSIVE STRENGTH TEb a Date of Service: 03/23/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 980790] Project No.: 43-2452 Project: Coppell Belt Lin Coppell Services: Obtain samples of fresh concrete at the placement locations, perform requ, compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 19 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 DAn: 03/23/1998 TIME SAMPLED: 6:20 pm BY: WEATHER C0NDmONS: Partly TEMPERATURE (F) - Am 81 TRUCK NO: 1804 AIR CONTENT (%): N/A PLACEMENT LOCATION: See page I SAMPLE LOCATION: P.5/2.5 REPORT OF TESTS' CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 6 1 5.50 03/30/1998 7 122770 6 2 5.50 03/30/1998 7 129910 Average 6 3 5.50 04/20/1998 28 144450 6 4 5.50 04/20/1998 28 143130 Average Note: Potter Concrete ordered 50 yds. more of concrete. Technician: Damon Elrod Report Distribution: (!) Lincoln Pmpelty Company (1) Butler Construction (I) O'Brien & Associates (I) AECC, Inc. Started: 7:00 am (I} City of Coppcll/BIdg. Imp. (I} City of Coppell/Constr. Imp. Finished: 7:00 pm I'~ This rcport is cxclusivcly for thc usc of the client indicated above and shall not bc reproduced except in full without thc wr 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/21/1998 -97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 5:15 pm iamon Elrod :~udy, sunny F CONCRETE: 80 F TICK[ T NO: 635280 tm; WEIGHT (Pc0: N/A AC CUMULATIVE YARDS: 530 COMPRESSIVE STRENGTH FRACTURE (psi) TYPE 4340 4590 4470 5110 5060 5090 - Eng~~lie. ~.ugene'~I-Iarbour Vice President ten approval of HBC Engineering, Inc. 01AK Page 6 of 6 CONCRETE COMPR SIVE STRENGTH Date of Service: 04/13/1998 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 980959~ 43-2452 Coppell Belt Lin Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform rcqui~ compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 16 (on site) SPECIFICATION REQUIREMENTS STRENCTH: 4000 psi ~ 28 Days 5" N/A ASTM C-143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: 5'E/10~N of D/8 PROJECT DATA CONCRETE CLASS: PLACEMENT DATE: TIME SAMPLED: WEATHER CONDYHONS: TEMPERATURE (F) - AIR TRUC~:NO: 853 AIR CONTENT (%): N/A PLACEMENT LOCATION: 9349 04/13/1998 BY: [ Cool, ch 66 ~ c TICKI Slab-on-grade, Building D from lines B to D I CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE .AGE LOAD (inches) TESTED (days) (lbs. force) 1 1 7.00 04/20/1998 7 93570 1 2 7.00 04/20/1998 7 101180 Average 1 3 7.00 05/11/1998 28 I 4 7.00 05/11/1998 28 AC This report is exclusively for thc usc of thc client indicated above and shall not bc reproduced except in full without the w 01AK Page I of 6 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 ¸97 Report Date 04/21/1998 Business Center II ~ Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 7:51 am }el Ratliff ,udy, windy ONCRETE: 73 F ;TNO: 702278 rr WEIOWr (OEO: N/A nd I to9 'CUMULATIVE YARDS: COMPRESSIVE STRENGTH (ps~) 3310 3580 3450 70 ittcn approval of HBC Engineering, Inc. CONCRETE COMPR , SIVE STRENGTH TE f Date of Service: 04/13/1998 Report No.: 980959~ 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: 4000 psi ~ 28 Days 5" N/A ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRZTE CLASS: 9349 PLACEMENT DATE: 04/13/1998 TIME SAMPLED: 9:25 am BY: WEATHER CONDITIONS: Cool, p TEMPERATURE (F) - AIR 70 V C TRUCK NO: 853 TICK! AIR CONTENT (%): N/A t~ PLACEMENT LOCATION: Sec pngc I SAMPLE LOCATION: 5'N/5'E olD/7 REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (Ib~. force) 2 1 5.00 04/20/1998 7 108350 2 2 5.00 04/20/1998 7 104800 Average 2 3 5.00 05/11/1998 28 2 4 5.00 05/11/1998 28 A( This report is exclusively for thc use ofthe client indicated above and shall not be reproduced except in full without the s 01AK Page 2 of 6 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Ret/ort Date 04/21/1998 -97 Business Center II .' Rd. & Lakeshore Dr. Texas ed field test and cast BATCHTIME: 9:12 am mi Ratliff rtly cloudy, windy ONCl~rr: 77 v .who: 702287 IT WEIGHT (pc0: N/A ,'CUMULATIVE YARDS: COMPRESSIVE STRENGTH (p~i) 3830 3710 3770 160 itten approval of HBC Engineering, Inc. 'CONCRETE COMPR SI STRENGTH Date of Service: 04/13/1998 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 980959~ 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 PLAI~r: 16 (on site) 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: 04/13/1998 TIME SAMPLED: 10:55 am BY: WEATHER CONDITIONS: Clear, TEMPERATURE (F) - AIR 75 TRUCK NO: 853 AIR CONTENT {%}: N/A PLACEMENT LOCATION: Sec page 1 SAMPLE LOCATION: D-5.75 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 3 1 5.00 04/20/1998 7 121660 3 2 5.00 04/20/1998 7 121020 Average 3 3 5.00 05/11/1998 28 3 4 5.00 05/11/1998 28 This report is exclusively for thc usc of thc client indicated above and shall not bc reproduced except in full without the wfi 01AK Page 3 of 6 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/21/1998 97 Business Center II ~ Rd. & Lakeshore Dr. Texas ed field test and cast BATCHTIME: 10:42 am ~el Ratliff F · C 0NCRETE: 78 F TICKI~T NO: 702297 On ~r wEiorrr (pc0: N/A AC CUMULATIVE YARDS: 260 COMPRESSIVE STRENGTH (psi) 4300 4280 4290 TYPE tten approval of HBC Engineering, Inc. CONCRETE COMPRESSIVE STRENGTH TEb £ Date of Service: 04/13/1998 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 980959~ 43-2452 Coppell Belt Lin CoppelL Services: Obtain samples of fresh concrete at the placement locations, perform rexluil compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 16 (on site) SPECIFICATION REQUIREMENTS S~ENG'rm 4000 psi ~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA COncRETE CLASS: 9349 PLACEMENT DATE: 04/13/1998 TIME SAMPLED: 12:00 pm BY: WEATHER CONDITIONS: Clear, TESn'E~O. TURE (~)- Am 80 TRUCK NO: 756 AIR CONTENT (%): N/A PLACEMENT LOCATION: See page 1 SAMPLE LOCATION: D-4.75 REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) Obs. force) 4 1 4.75 04/20/1998 7 122950 4 2 4.75 04/20/1998 7 126480 Average 4 3 4.75 05/11/1998 28 4 4 4.75 05/11/1998 28 This report is exclusively for the use of the client indicatcd above and shall not be reproduced except in full without the ~ 01AK Page 4 of 6 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/21/1998 ,97 Business Center II ~ Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 11:40 am }el Ratliff F CONCRETE: 80 F TICKI;T NO: 702304 UN rV WEIGHT (pc0: N/A A( :CUMULATIVE YARDS: 330 COMPRESSIVE STRENGTH (psi) 4350 4470 4410 FRACTURE TYPE then approval of HBC Engineering, inc. CONCRETE COMPILff' SIVE STRENGTH TE , c Date of Service: Client No.: Client: 04/13/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 980959] Project No.: 43-2452 Project: Coppell Belt Lin Coppeli, Services: Obtain samples of fresh concrete at the placement locations, perform requit compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 16 (on site) SPECIFICATION REQUIREMENTS S~ENCTH: 4000 psi ~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRE~ CLASS: 9349 PLACEMENT OA~: 04/13/1998 TIME SAMPLED: 1:10 pm BY: 1] WEATHER CONDITIONS: Clear, w TEMPERATURE Cb') - AIR 85 F C TRUCK NO: 756 TICK~ AIR CONTENT (%): N/A UN PLACEMENT LOCATION: See page 1 SAMPLE LOCATION: D-3.75 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE .AGE LOAD (inches) TESTED (days) (lbs. force) 5 1 4.50 04/20/1998 7 122420 5 2 4.50 04/20/1998 7 126230 Average 5 3 4.50 05/11/1998 28 5 4 4.50 05/11/1998 28 A( 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 6 8901 Carpenter Frwy. Suite #100 Dallas, Texas 75247 Report Date 04/21/1998 -97 Business Center II ,~ Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 12:55 pm lei Ratliff DNCRETE: 79 F TNO: 702314 :T WEIGHT (pc0: N/A CUMULATIVE YARDS: 430 COMPRESSIVE STRENGTH (psi) 4330 4460 44OO ttcn approval of HBC Engineering, Inc. CONCRETE COMPR ' SIVE STRENGTH Date of Service: Client No.: Client: 04/13/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 980959] Project No.: 43-2452 Project: Coppell Belt Lin Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requit compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PL~rr: 16 (on site) SPECIFICATION REQUIREMENTS STR~G~n: 4000 psi ~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: C.75-1.75 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 04/13/1998 TIME SAMPLED: 3:00pm By: £ WEATHER CONDITIONS: Clear, w TEMPERATURE (F) - AIR 85 F C TRUCK NO: 752 TICK[ AIR CONTENT (%): N/A uN PLACEMENT LOCATION: Sec page I CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 6 1 04/20/1998 7 115160 6 2 04/20/1998 7 112880 Average 6 3 05/11/1998 28 6 4 05/11/1998 28 A( Additional technician: Eddie Elrod 10:00 am to 3:30 pm Technician: Del Ratliff Report Distribution: (!) Lincoln Property Company (I) Butler Construction (I) O'Brien & Associates (I) AECC, Inc. Started: 6:00 am (1) City of Coppell/BIdg. Insp. (I) City of Coppell/Constr. Insp. Finished: 10:00 I'~ This report is exclusively for thc usc of thc client indicated above and shall not be reproduced except in full without thc ~n 8901 Carpenter Fa'wy. Suite #100 Dallas, Texas 75247 Report Date 04/21/1998 .97 Business Center II ~ Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 2:15 pm ~el Ratliff lrm i3NCRETE: 78 F TNO.' 702321 :T WEIGht (pc0: N/A CUMULATIVE YARDS: 500 COMPRESSIVE STRENGTH (psi) 4070 3990 4030 Engin~~l:~ ~ugene~I~rbour Vice President tten approval of HBC Engineering, Inc. 01AK Page 6 of 6