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Northlake 635(3)-LR 980403iN-PLACE DENSITY ESTING Date of Service: 03/22/1998 Client No.: Client: Services: 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 In-place density testing. CONTRACTOR: Butler Construction MOISTURE DENSITY RELATIONS: M/D No. Description 1 Lt gray/red/med brn/shaley cl 2 Gray limestone TEST NO TEST LOCATION Bldg. B Plumbing 551 Final lift, 50'S/N 552 1' below surface, 52'S/N 553 2' below surface, 55'S/N 554 3' below surface, 65'S/N 555 4' below surface, 67'S/N 556 5' below surface, 70'S/N 557 6' below surface, 72'S/N 558 Final lift, 150'S/N 559 1' below surface, 152'S/N 560 2' below surface, 155'S/N 561 3' below surface, 165'S/N Report No.: 980786 Project No.: 43-245: Project: Coppel] Belt Lil Coppell PROJECT DATA Laboratory Test Method: Field Test Method: ASTI~ ASTN ASTN Maximum 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 .97 Report Date 04/03/1998 Business Center II te Rd. & Lakeshore Dr. Texas iD-698 ID-2922 [D-3017 Project Requirements Moisture % Density pcf 23.5 98.5 16.0 111.5 FIELD DENSITY TESTS M/D MOISTURE No. (%) 2 17.6 2 17.0 1 27.0 1 26.9 1 26.7 1 26.8 1 26.9 2 17.3 2 17.6 1 27.0 I 27.3 This rcport is exclusively tbr thc usc of thc client indicated above and shall not be reproduced except in full without thc wri Moisture Density +3% 92% -/+2% 95% DRY DENSITY DENSITY (pci) (% max) 109.4 98 110.1 99 93.7 95 92.9 94 93.5 95 94.2 96 94.0 95 109.8 99 109.2 98 94.2 96 93.7 95 ttcn approval of tiBC Engineering, Inc. 07MP Page 1 of 2 Report No.: 9807869 TEST NO TEST LOCATION M/D MOISTURE No. (%) 562 4' below surface, 170'S/N 563 5' below surface, 172'S/N 564 6' below surface, 175'S/N 565 Final lift, 275'S/N 566 i' below surface, 27TS/N 567 2' below surface, 280'S/N 568 3' below surface, 285'S/N 569 4' below surface, 290'S/N 570 Final lift, 380'S/N 571 1' below surface, 382'S/N 572 2' below surface, 385'S/N I 27.2 1 26.9 1 26.9 2 17.5 I 27.3 I 27.8 1 27.5 I 27.1 2 16.9 1 27.0 1 26.8 Test results on this report meet project specification. DRY DENSITY DENSITY (pcf) (% max) 93.6 95 93.8 95 93.3 95 110.3 99 94.3 96 94.0 95 94.1 96 93.7 95 112.7 101 93.3 95 93.7 95 Technician: Tex King Report Distribution: (1) Lincoln Property Company (I) Butler Construction (I) O'Brien & Associates (I) AECC, luc. (1) City ofCoppcll/Bldg, lnsp. ( 1 ) City of Coppell/Constr. lnsp. This report is exclusively for the usc of thc client indicated above and shall not bc reproduced except in thll without thc writ I~ Eni~ng, Inc. Pa ul D. Smith, P.E. Scl dor Project Engineer ~en approval of HBC Engineering, Inc. 07MP Page 2 of 2 'CONCRETE COMPR oSIVE STRENGTH TED Date of Service: 03/04/1998 Report No.: 980644~ 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 PLA~rr: 22 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 DAT~: 03/04/1998 TIME SAMPLED: 4:45 am BY: WEATHER CONDITIONS: Windy, TEMPERATURE (F) - AIR 40 F ( TRUCK NO: 1805 TICKI AIR CONTENT (%): N/A PLACEMENT LOCATION: Slab-on-grade, Building A floor, lines 1-1 l, SAMPLE LOCATION: 10E, 2 ft. W of line E CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) Obs. force) 01 1 4.75 03/11/1998 7 103110 01 2 4.75 03/I 1/1998 7 106660 Average 01 3 4.75 04/01/1998 28 138600 01 4 4.75 04/01/1998 28 133720 Average A( This report is exclusively for thc use of thc client indicated above and shall not be reproduced except in full without the ~ 01AK Page I of 10 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 .97 Report Date 04/03/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCHTIME: 4:05 am ack Farris :old 'ONCRETE: 62 V :THO: 651548 IT WZIG~rr (pc0: N/A :CUMULATIVE YARDS: 50 COMPRESSIVE STRENGTH (psi) 3650 3770 3710 4900 4730 4820 FRACTURE TYPE itten approval of HBC Engineering, Inc. *CONCRETE COMPRI'" SIVE STRENGTH Date of Service: Client No.: Client: 03/04/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9806445 Project No.: 43-2452 Project: Coppell Belt Lin Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform re. quit compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTanCTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLA~r: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" N/A ASTM C-143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: Line 8C, 6 ft. N & 5 ft. E PROJECT DATA CONCRETE CLASS: 9349 PLACEME~rr DATE: 03/04/1998 TIME SAMPLED: 5.'30am BY: J WEATHER commons: Windy, TEMPERATURE (F) - AlU 48 v c TRUCK NO: 846 TIcK~ AIR co~rrEt~r (%): N/A UN PLACEMENT LOCATION: See page 1 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 02 1 5.25 03/11/1998 7 106590 02 2 5.25 03/11/1998 7 102710 Average 02 3 5.25 04/01/1998 28 123770 02 4 5.25 04/01/1998 28 119300 Average A( This report is exclusively for thc usc of thc client indicated above and shall not be reproduced except in full without thc wr 01AK Page 2 of 10 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 -97 Report Date 04/03/1998 Business Center II ~ Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 4:59 am ~ck Farris :old DNCRETE: 69 F TNO: 651557 WEIGHT (pct'): N/A CUMULATIVE YARDS: 140 COMPRESSIVE STRENGTH (p~i) 3770 3630 3700 4380 4220 4300 tten approval of HBC Engineering, In~. CONCRETE COMPRr'3SIVE STRENGTH Date of Service: Client No.: Client: Services: 03/04/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 980644~ Project No.: 43-2452 Project: Coppell Belt Lin 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 STRENGTH: 4000 psi ~ 28 Days 5" N/A ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT OATZ: 03/04/1998 TIME SAMPLED: 6:50 am BY: W~_~,THZR CONorrIONS: Cloudy TEMPERATURE (F) - AIR 50 F TRUCKNO: 373 TICKI AIR CONTENT (%): N/A UN PLACEMENT LOCATION: Sec page I SAMPLE LOCATION: Line 7E, 6 fi. N & 2 fi. W CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs, force) 03 I 5.00 03/11/1998 7 95960 03 2 5.00 03 / 11 / 1998 7 92270 Average 03 3 5.00 04/01/1998 28 127090 03 4 5.00 04/01/1998 28 126080 Average AC This report is exclusively for thc use of thc clicnt indicated above and shall not be reproduced except in full without the 01AK Page 3 of 10 ENGINEERING, INC. 8901 Carpenter Frwy. Shire #100 Dallas, Texas 75247 Report Date 04/03/1998 .97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 6:18 am ack Farris windy ONCRETE: 62 F ,TNO: 651568 IT WEIGHT (pcO: N/A CUMULATIVE YARDS: 230 COMPRESSIVE STRENGTH (psi) 3390 3260 3330 4490 4460 4480 ten approval of HBC Engineering, Inc. CONCRETE COMP1L_ oSIVE STRENGTH Date of Service: 03/04/1998 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 980644: 43-2455 Coppell Belt Coppell Services: Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples.** PROJECT DATA CONCaETE CLASS: 9349 PLACEMENT DATE: 03/04/1998 TIME SAMPLED: 7:55 am BY: .] WEATHER CONDITIONS: Cloudy, CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days TEM~ERA~VlU~ (F) - AIR 54 F SLUMP: 5" TRUCK NO: 730 TICKJ AIR: N/A AIR CONTENT (%): N/A TEST METHOD: AST1VI C- 143 PLACEMENT LOCATION: See page 1 ASTM C- 172 ASTM C-39 Line 6C, 4 ft. N SAMPLE LOCATION: CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (daya) (lbs. force) 04 1 4.75 03/11/1998 7 99890 04 2 4.75 03/11/1998 7 98150 Average 04 3 4.75 04/01/1998 28 135740 04 4 4.75 04/01/1998 28 129760 Average A~ 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 -97 Report Date 04/03/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME:, 7:20 am ack Farris windy :ONCRETE: 65 F ~no: 651580 IT WEIGHT (pc0: N/A ~CUMULATIVE YARDS: 340 COMPRESSIVE STRENGTH (psi) 3530 3470 3500 4800 4590 4700 itten approval of HBC Engineering, Inc. CONCRETE COMPR t SIVE STRENGTH Date of Service: 03/04/1998 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 9806441 43 -2452 Coppell Belt Lit Coppell Services: Obtain samples of fresh concrete at the placement locations, perform requi: compressive strength samples.** PROJECT DATA CONTRACTOR: Butler Construction CONCRETE CLASS: 9349 CONCRETE SUPPLIER: Pioneer Concrete PLACEMENT DATE: 03/04/1998 PLANT: 22 TIME SAMPLED: 8:40 am BY: SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, STRENGTH: 4000 psi ~ 28 Days TEMPERATURE (F)- AIR 56 F SLUMP: 5" TRUCK NO: 760 TICK] AIR: N/A AIR CONTENT ('/.): N/A TEST METHOD: ASTM C- 143 PLACEMENT LOCATION: See page 1 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: Line 5D, 3 fi. N&3 fi. E REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (iaehe~) TESTED (days) (Ib~. force) 05 1 4.00 03/11/1998 7 137100 05 2 4.00 03/11/1998 7 134650 Average 05 3 4.00 04/01/1998 28 158440 05 4 4.00 04/01/1998 28 155240 Average At This report is exclusively for thc usc of thc clicnt indicatcd above and shall not ~ rcproduccd cxccpt in full without the ~ 01AK Page 5 of 10 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 -97 Report Date 04/03/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 8.'05 am ack Farris windy 'ONCRETE: 65 F :TNO: 651591 IT WEIGHT (pcf): N/A :CUMULATIVE YARDS: 440 COMPRESSIVE STRENGTH (psi) 4850 4760 4810 5600 5490 5550 FRACTURE TYPE itt~n approval of HBC Enginccring Inc. CONCRETE COMPICr SIVE STRENGTH Date of Service: 03/04/1998 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 980644: 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: 22 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 OATE: 03/04/1998 TIME SAMPLED: 9:20 am aY: J WEATHER CONDITIONS: Cloudy, TEMPERATURE (F) o AIR 57 F c TRUCK NO: 853 TICK[ AIR CONTENT (%): N/A UN PLACEMENT LOCATION: See page I SAMPLE LOCATION: Line 4D, 2 fi. N CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 06 1 4.25 03/11/1998 7 101670 06 2 4.25 03/11/1998 7 105840 Average 06 3 4.25 04/01/1998 28 138810 06 4 4.25 04/01/1998 28 142930 Average A( This report is exclusively for thc usc of thc client indicated above and shall not be reproduced except in full without the wri 01AK Page 6 of 10 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 .97 Report Date 04/03/1998 Business Center II e Rd. & Lakeshore Dr. Texas 'ed field test and cast BATCH TIME: 8:45 am ack Fan'is windy ONCRETE: 62 F T NO: 651602 IT WEIGHT (PC0: N/A CUMULATIVE YARDS: COMPRESSIVE STRENGTH 3600 3740 3670 4910 5050 4980 550 tten approval of HBC Engineering, Inc. CONCRETE COMP SIVE STRENGTH Date of Service: 03/04/1998 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 980644.' 43-2452 Coppeli 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 PLAlVr: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" N/A ASTM C-143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: Line 4A PROJECT DATA CONCRetE CLASS: 9349 PLACEMENT DATE: 03/04/1998 TIME SAMPLED: 10:55 am BY: J WEATHER CONDITIONS: Cloudy, TEMPERATURE (F) - AIR 59 F C TRUCK NO: 373 TICK~ 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) 07 I 5.00 03/11/1998 7 94240 07 2 5.00 03/11/1998 7 97810 Average 07 3 5.00 04/01/1998 28 125440 07 4 5.00 04/01/1998 28 112800 Average AC This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the wri 01AK Page 7 of 10 ENG--, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 -97 Report Date 04/03/1998 Business Center II ~ Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 10:09 am ~ek Farris windy DNCRETE: 69 F TNO: 651619 ~T WEIGHT (poi): N/A CUMULATIVE YARDS: 640 COMPRESSIVE STRENGTH (psi) 3330 3460 3400 4440 3990 4220 FRACTURE TYPE tten approval of HBC Engineering, Inc. CONCRETE COMPResSIVE STRENGTH Date of Service: 03/04/1998 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 ,. 980644.' 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: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DAT~: 03/04/1998 TIME SAMPLED: 12:05 pm BY: J WEATHER CON,meNs: Cloudy, TEMPERATURE (F) - AIR 60 F C TRUCK NO: 730 TICK[ AIR CONTENT (%): N/A UN PLACEMENT LOCATION: See page I SAMPLE LOCATION: Line 3E CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 08 1 4.75 03/11/1998 08 2 4.75 03/11/1998 08 3 4.75 04/01/1998 08 4 4.75 04/01/1998 REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 114240 7 117660 Average 28 135530 28 142140 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 8 of 10 ENGINF_ERING, INC. 8901 Carpenter Frwy. Suite #100 Dallas, Texas 75247 ,97 Report Date 04/03/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCHTIME: 11:30 am ~ek Farris windy ONCRETE: 70 F TNO: 651638 TWEIGHT (prO: N/A CUMULATIVE YARDS: 750 COMPRESSIVE STRENGTH (psi) 4040 4160 4100 4790 5030 4910 ~en approval of H BC Engineering Inc. CONCRETE COMPR,t" SIVE STRENGTH Date of Service: 03/04/1998 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 980644~ 43-2452 Coppell Belt Lin Coppel[ 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: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMV_~r DATE: 03/04/1998 TIME SAMPLED: 1:30 pm BY: J WEATHER CONDITIONS: Sunny, ~ TV. MPE~JRE(~)-Am 61 g C TRUCK NO: 512 TICK[ AIR CONTENT (%): N/A UN PLACEMENT LOCATION: See page I SAMPLE LOCATION: Line 2A, 4 ft. E CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 09 1 5.00 03/11/1998 09 2 5.00 03/11/1998 09 3 5.00 04/01/1998 09 4 5.00 04/01/1998 REPORT OF TESTS MAXIMUM AGE LOAD (days) (11~. force) 7 106260 7 109740 Average 28 130430 28 136470 Average AC This report is cxclusivcly for thc usc of thc clicnt indicated above and shall not be reproduced except in full without the wri' 01AK Page 9 of 10 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 ,97 Report Date 04/03/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCHTIME: 12:55 pm ack Farris tindy DNCRETE: 72 F TNO: 651656 [TWEIGHT (pc0: N/A CUMULATIVE YARDS: 840 COMPRESSIVE STRENGTH (psi) 3760 3880 3820 4610 4830 4720 FRACTURE TYPE ten approval of HBC Engineering, Inc. CONCRETE COMPR? SIVE STRENGTH Date of Service: 03/04/1998 Report No.: 9806445 Client No.: Client: 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 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 PLANT: 22 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: 03/04/1998 TIME SAMPLED: 2:40 pm ny: J~ WEATHER CONOrrIONS: Sunny, v TEMPERATURE (F) - AIR 61 F c TRUCK NO: 1805 TICKE AIR CONTENT (%): N/A UN] PLACEMENT LOCATION: See page I SAMPLE LOCATION: Line ID, 5 ff. N 8901 Carpenter Frwy., Suite #100 Dallas, Texas 7S247 Report Date 04/03/1998 -97 Business Center II : Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 2:10 pm tek Farris ,indy ~)NCRETE: 76 F rno: 651673 T WEIGHT (P~0: N/A CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 10 I 5.00 03/11/1998 10 2 5.00 03/11/1998 10 3 5.00 04/01/1998 10 4 5.00 04/01/1998 REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 90800 7 89730 Average 28 130770 28 129480 Average Note: Between lines 2 & 3 and D & E, rutting occurred. added, plus additional reinforcing steel. Started: 3:00 am (1) City ofCoppell/Bldg. Insp. (I) City ofCoppell/Constr, lnsp. Technician: Jack Farris Report Distribution: (1} Lincoln Property Company { i } Butler Construction (1) O'Brien & Associates (1) AECC, Inc. Finished: 4:00 pm AC Uncompacted CUMULATIVE YARDS: 930 COMPRESSIVE STRENGTH (~i) 3210 3170 3190 4620 4580 4600 TYPE This rcport is cxclusivcly for the usc of thc client indicated abovc and shall not 5c reproduced cxeept in full without thc wt soil was Eng.. !ugene HarlY6ur Vice President ten approval of HBC Engineering Inc. 01AK Page 10 of 10 7 ~ I0 CONCRETE COMPRESSIVE STRENGTH Date of Service: 03/25/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9808095 Project No.: 43-2452 Project: Coppell Belt Lin Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requir corn pressive strength samples.* * SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 27 SPECIFICATION REQUIREMENTS STREN(;T~: 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: 4:15 am BY: [~ WEATHER CONDITIONS: Partly cl, TEMPERATURE (F) - AIR 64 F C, TRUCK NO: N/A TICKE AIR CONTENT (%): N/A PLACEMENT LOCATION: Building C slab, I-Q, 3-5 SAMPLE LOCATION: 4.5, 1.5 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 1 1 5.00 04/01/1998 7 108640 I 2 5.00 04/01/1998 7 113650 Average 1 3 5.00 04/22/1998 28 1 4 5.00 04/22/1998 28 AC This report is exclusively t'or the use of the client indicated above and shall not be reproduced except in full without thc wril 01AK Page 1 of 5 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/03/1998 -97 Business Center II ~ Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: N/A ddie Elrod Judy, cool )NCRETE: 70 F r NO: N/A T WEIGHT (PC0: N/A UUMULATIVE YARDS: ~OMPRESSIVE STRENGTH (psi) 3840 4020 3930 10 FRACTURE TYPE ten approval of HBC Engineering, lac. 'CONCRETE COMPR,_ SIVE STRENGTH Date of Service: 03/25/1998 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 980809: 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: 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/- Am 64 F c TRUCK NO: 749 TICKI AIR CONTENT (%): N/A UN PLACEMENT LOCATION: See page I SAMPLE LOCATION: 4.K REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 2 1 5.00 04/01/1998 7 119110 2 2 5.00 04/01/1998 7 116760 Average 2 3 5.00 04/22/1998 28 2 4 5.00 04/22/1998 28 A( This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the 01AK Page 2 of 5 ENG--, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 .97 Report Date 04/03/1998 Business Center II e Rd. & Lakeshore Dr. Texas 'ed field test and cast BATCH TIME: N/A ;ddie Elrod audy, cool ONCRETE: 68 F :T NO: 664670 IT WEIGHT (pcl): N/A :CUMULATIVE YARDS: 260 COMPRESSIVE STRENGTH (psi) 4210 4130 4170 ittcn approval of HBC Engineering, Inc. "CONCRETE COMPResSIVE STRENGTH TED Date of Service: 03/25/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9808095 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: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 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 DAT~: 03/25/1998 TIME SAMPLED: 8:00 am BY: l~ WEATHER CONDITIONS: Partly el, TEMPERATURE (lq- AIR 66 F C TRUCK NO: 749 TICK~ AIR CONTENT (%): N/A UN] PLACEMENT LOCATION: See page I SAMPLE LOCATION: 4.7, M CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 3 1 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 3 4 7.00 04/22/1998 28 AC This report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without thc 01AK Page 3 of 5 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/03/1998 .97 Business Center II ~ Rd. & Lakeshore Dr. Texas ~d field test and cast BATCH TIME: N/A ddie Elrod ~udy, cool )NCRETE: 70 F NO: 664685 WEIGHT (pc0: N/A CUMULATIVE YARDS: 360 COMPRESSIVE STRENGTH (psi) 3540 3590 3570 FRACTURE TYPE ten approval of HBC Engineering, Inc. CONCRETE COMPR""SSIVE STRENGTH Date of Service: 03/25/l 998 Client No.: 52617000 Report No.: 9808091 Project No.: 43-2452,97 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/03/1998 Client: Services: SLUMP: AIR: TEST METHOD: 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 C-39 SAMPLE LOCATION: 4.5, N.2 CYLINDER MARKED SET NO. Lincoln Property Company Project: Coppell 3300 Lincoln Plaza/Larry Moon Belt Lin 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 CONCRETE CLASS: 3349 PLACEMENT DATE: 03/25/1998 TIME SAMPLED: 9:45 am BY: WEATHER CONDITIONS: Partly TEMPERATURE (F) - AIR 70 F £ ONCRETE: 72 TRUCK NO: 803 TICK] ',T NO: 66470 AIR CONTENT (%): N/A PLACEMENT LOCATION: See page 1 REPORT OF TESTS MAXIMUM MEASURED SLUMP DATE AGE LOAD (inches) TESTED (days) (Ibs. brce) 4 I 5.25 04/01/1998 7 114100 4 2 5.25 04/01/1998 7 112510 Average 01AK 4 3 5.25 04/22/1998 28 4 4 5.25 04/22/1998 28 Business Center II e Rd. & Lakeshore Dr. Texas This report is cxclnsivcly tbr thc usc of the client indicated above and shall not be reproduced cxccpt in full without thc wri Page 4 of 5 ed field test and cast BATCH TIME: 9:07 am ;ddie Elrod audy, cool ten approval of HBC Engineering, Inc. CUMULATIVE YARDS: 450 COMPRESSIVE STRENGTH (psi) 4030 3980 4010 UN IT WEIGHT (pc0: N/A ' CONCRETE COMPRff'SSIVE STRENGTH Date of Service: Client No.: Client: Services: CONTRACTOR: CONCRETE SUPPLIER: PLANT: 03/25/i 998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 980809~. Project No.: 43-245~ Project: Coppell Belt Lin Coppell Obtain samples of fresh concrete at the placement locations, perform requi~ eom pressive strength samples.** -97 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/03/1998 SLUMP: AIR: TEST METHOD: Butler Construction Pioneer Concrete 27 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi (~ 28 Days 5" 3-6% ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: 4, 0.5 CYLINDER MEASURED MARKED SLUMP DATE Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast PROJECT DATA CONCRETE CLASS: 3349 PLACEME~rrOATE: 03/25/1998 aATCHTIME: 10:10 am TIME SAMPLED: 11:10 am BY: ',ddie Elrod WEATHER CONDITIONS: Partly ~udy, cool TEMPERATURE (F) - AIR 72 F ¢ONCRETE: 80 F TRUCK NO: 549 AIR CONTENT (%): N/A PLACEMENT LOCATION: See page I TICK! UN ;TNO: 651168 IT WEIGHT (peO: N/A SET NO. (inches) TESTED 5 I 5.00 5 2 5.00 5 3 5.00 5 4 5.00 04/01 / 1998 04/01 / 1998 04/22/1998 04/22/1998 REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 129760 7 123260 Average CUMULATIVE YARDS: 500 COMPRESSIVE STRENGTH FRACTURE (psi) TYPE 4590 4360 4480 28 28 A( Technician: Eddie Elrod Report Distribution: (I) Lincoln Property Company (I) Butler Construction (I) O'Brien & Associates (I) AECC, Inc. 01AK Started: 3:00 am (l) City of Coppell/BIdg. lnsp. ( l ) City of Coppell/Constr. lnsp. Finished: 1:00 pm This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the wr Page 5 of 5 ]ugene Harbour Vice President tten approval of HBC Engineering, Inc. cONCRETE COMPR?'$SIVE STRENGTH TE 'F Date of Service: 03/25/1998 Report No.: 9808111 Client No.: 52617000 Project No.: 43-2452 -97 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/03/I 998 Client: Services: SLUMP: AIR: TEST METHOD: 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 requi~ compressive strength samples.** 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 I 1-E.6, l l-F, 1 I-F.4 SAMPLE LOCATION: CYLINDER MEASURED MARKED SLUMP SET NO. (inches) PROJECT DATA CONCRETE CLASS: 9337 PLACEMENT DATE: 03/25/1998 TIME SAMPLED: 3:05 pm BY: F WEATHER CONDITIONS: Clear, v{ TEMPERATURE (F) - AIR 76 F C TRUCK NO: 879 TICK~ AIR CONTENT (%): N/A UN] PLACEMENT LOCATION: Piers, Building D REPORT OF TESTS MAXIMUM DATE AGE LOAD TESTED (days) (lbs. force) 1 1 6.00 1 2 6.00 04/01/1998 7 115010 04/01 / 1998 7 110540 Average 1 3 6.00 I 4 6.00 Technician time on report Technician: Brian Otis Report Distribution: (1) Lincoln Property Company (1) Butler Construction (i) O'Brien & Associates (1) AECC, Inc. 04/22/1998 28 04/22/1998 28 Business Center II e Rd. & Lakeshore Dr. Texas 'ed field test and cast BATCHTIME: 1:53 pm ,rian Otis 9808117. Al Started: Finished: I-~ (1) City ofCoppell/Bldg. Insp. (I) City ofCoppell/Constr. Insp. F This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the writ :ry windy 9NCRETE: 80 F TNO: 651205 T WEIGHT (pcf): N/A :CUMULATIVE YARDS: 10 2OMPRESSIVE STRENGTH {psi) 4070 3910 3990 ,ugene Harbour Vice President FRACTURE TYPE en approval of HBC Engineering, Inc. 01AK Page I of I CONCRETE COMPRr'SSIVE STRENGTH TE Y. Date of Service: Client No.: Client: Services: 03/04/1998 Report No.: 980646! 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 requi~ compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: 11-E.5, i I-F, 10.5~F CYLINDER MARKED SET NO. MEASURED SLUMP (inches) I 1 5.75 1 2 5.75 I 3 5.75 I 4 5.75 Technician time on report DATE TESTED 03/11/1998 03/11/1998 04/01 / 1998 04/01 / 1998 9806468. PROJECT DATA CONCRETE CLASS: 9349 PLACEM~Wr DAT~: 03/04/1998 TIME SAMPLED: 1 1:07 am BY: l~ WEATHER CONDITIONS: Cloudy, TEMPERATURE (F) - Am 62 F C TRUCK NO: 846 TICK~ AIR CONTENT (%): N/A UN] PLACEMENT LOCATION: Piers, Building B REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 114920 7 113530 Average 28 142090 28 137670 Average Al 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/03/1998 .97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 10:33 am rian Otis Mndy 9NCRETE: 70 F rNO: 651626 T WEIGHT (pc0: N/A ~CUMULATIVEYARDS:10 UOMPRESSIVE STRENGTH (psi) 4060 4010 4O40 5020 4870 4950 FRACTURE TYPE Technician: Brian Otis Report Distribution: (I) Lincoln Property Company { I) Butler Construction (I) O'Brien & Associates (I) AECC, hie. Started: ( I ) City of Coppell/BIdg. lnsp. (I) City of Coppell/Constr. lnsp. Finished: 'Fhis report is exclusively lbr thc use of thc client indicated above and shall not bc reproduced except in full without thc wr ;ugene Harbour Vice President ~n approval of HBC Engineering, Inc. 01AK Page I of 1