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Northlake 635(3)-LR 980422 (2)CONCRETE COMPI.~_,SSNE STRENGTH TEST ENGINEERIIVG, INC. 8901 Carpenter Frwy., Suite N(00 Dallas, Texas 75247 Date of Service: 03/24/1998 Report No.: 980803 Report Date 04/22/ 1998 Client No.: $2617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon $00 North Akard Street Dallas TX 7$201-3394 Project No.: 43-24$ Project: Coppel Business Center II Belt Li a Rd. & Lakeshore Dr. Coppel Texas Services: Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples.** PROJECT DATA CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 27 SPECIFICATION REQUIREMENTS STRENGTH: 4000.psi @ 28 Days SLUMP: $" A[R: N/A TEST METHOD: ASTM C-143 ASTM C-143 ASTM C-39 SAMPLE LOCATION: 4 line between B and C CYLWDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 1 1 7.00 1 2 7.00 1 3 7.00 1 4 7.00 CONCRETE CLASS: 9349 PLACEMENT DATE: 03/24/ 1998 TIME SAMPLED: 8:30 am BY: I WEATHER CONDITIONS: CIeaC an TEMPERATURE (F) -AIR 69 F c TRUCK NO: 823 TICKI A[R CONTENT (•/.>: N/A UN PLACEMENT LOCATION: Slab on grade, building B REPORT OF TESTS 03/31/1998 03/31/1998 04/21/1998 04/21/1998 NOTE: Concrete placed by pump truck. Technician did not monitor this pour. used. Technician made cylinders only. MAXIMUM ACE LOAD (days) (Ibs. force) 7 97170 7 91030 Average 28 122260 28 12$940 Average All samples taken from point c Contractor controlled water ar This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the field test and cast BATCH TIME: 7:30 am ian Otis mild VCRETE: 7I F No: 664568 WEIGHT (pcf): N/A STRENGTH (psi) 3440 3220 3330 4320 44$0 4390 f deposit. d slump YARDS: 28O FRACTURE TYPE approval of HBC Engineering, Inc. OIMP Page (of3 i''~ ~ CONCRETE COMPRESSIVE STRENGTH TEST ENGIIVEERING,INC. 8901 Carpenter Fnvy., Suite 11100 Dallas. Texas 75247 Date of Service: 03/24/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 7520.1-3394 Report No.: 980803 Report Date 04/22/ 1998 Project No.: 43-245-97 Project: Coppell Business Center II Belt Li a Rd. & Lakeshore Dr. Coppell Texas Services: Obtain samples of fresh concrete at the placement locations, perform compressive strength samples.** PROJECT DATA coNTRACroR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 27 SPECIFICATION REQUIREMENTS STRENGTH: 4000 pS1 @ 28 Days SLUMP: S" AIR: N/A TEST METHOD: ASTM C-143 ASTM C-143 ASTM C-39 SAMPLE LOCATION: 7 line between A and B CYLINDER MEASURED MARKED SLUMP SET NO. (inches) 2 1 6.00 2 2 6.00 2 3 6.00 2 4 6.00 See Note page 1. CONCRETE CLASS: 9349 PLACEMENT DATE: 03/24/1998 TIME SAMPLED: 10:19 am BY: ): 1'VEATHER CONDITIONS: Clear an .TEMPERATURE (F) -AIR 71 F C TRUCK NO: 407 TICKI A[R CONTENT (°/.>: N/A uN PLACEMENT LOCATION: See Page 1 REPORT OF TESTS MAXIMUM DATE AGE LOAD TESTED (days) (Ibs. force) 03/31/1998 7 105040 03/31 / 1998 7 99790 Average 04/21/1998 28 113620 04/21/1998 28 113390 Average field test and cast BATCH TIME: 9:34 am rian Otis 1 warm JNCRETE: 7O F r No: 664591 T WEIGHT (pct): NIA STRENGTH (psi) 3710 3530 3620 4020 4010 4020 YARDS: 430 FRACTURE TYPE This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the approval of HBC Engineering, lnc. OtNlr Page 2 of 3 r1, CONCRETE COMPR~~t~SIVE STRENGTH TE~~T Started: N/A Date of Service: 03/24/1998 Client No.: $2617000 Client: Lincoln Propertyy Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 7$201-3394 (i) City ofCoppell/Bldg. Insp. (I) City ofCoppell/Constr. Insp. Services: Obtain samples of fresh concrete at the placement locations, perform compressive strength samples.** PROJECT DATA Project: Coppell Business Center I[ Belt Li a Rd. & Lakeshore Dr. Coppell Texas CONTRACTOR: Butler Construction CONCRETE CLASS: 9349 CONCRETE SUPPLIER: Pioneer COncfete PLACEMENT DATE: 03/24/1998 BATCH T[ME: 11:07 am PLANT: 27 TIME SAMPLED: 12:30 pm BY: rian Otis SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cleat an Warm STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F) -AIR 84 F C NCRETE: 73 F SLUMP: $" TRUCK NO: 826 T[CK No: 664611 AIR: N/A AIR CONTENT (•/.): N/A UN T WEIGHT (pct): N/A TEST METHOD: ASTM C-143 PLACEMENT LOCATION: ASTM C-143 See Page I ASTM C-39 SAMPLE LOCATION: 9 line between B and C REPORT OF TESTS CYLINDER MARKED SET 1V0. 3 1 3 2 MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (Ibs. farce) 7.50 7.50 3 3 7.50 3 4 7.50 See Note on Page 1. Technician: Brian Otis Report Distribution: (I) Lincoln Property Company (I) Butler Construction (I) O'Brien & Associates (1) AECC, Inc. 106870 105730 Average 122660 119380 Average time. Finished: N/A ENGQVF.ERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75217 field test and cast .TINE YARDS: 860 STRENGTH (Psi) 3780 3740 3760 4340 4220 4280 FRACTURE TYPE Engi~~nc. Vice President This report is exclusively for tl~e use of the client indicated above and shall not be reproduced except in full without the 03/31/1998 7 03/31/1998 7 04/21 / 1998 28 04/21/1998 28 See Report 9808018 for technician Report No.: 980803 Report Date 04/22/1998 Project No.: 43-245 -97 approval of HBC Engineering, Inc. O1MP Pagc 3 of3 ~"\ C~JIVCRETE COMPR~.~SIVE STRENGTH TES T ENGIIVEERWG, INC. 8901 Cstrpentcr Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 04/14/1998 Report No.: 980972 Report Date 04/22/1998 Client No.: 52617000 Project No.: 43-245 Client: Lincoln Property Company Project: Coppell 3300 Lincoln Plaza/Larry Moon Belt Lin 500 North Akard Street Dallas TX 75201-3394 Coppell Services: Obtain samples of fresh concrete at the placement locations, perform requii compressive strength samples.** PROJECT DATA coNTRACTOa: Butler Construction CONCRETESUI'PLIER: PlOneerCOncrete PLANT: l 6 SPECIFICATION REQUIREMEN"CS STRENGTH: 4000 pSi @ 28 Days SLUMP: S" AIR: 3-6% TESTi17ETHOD: ASTMC-143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: G.~, 9.2~ CONCRETE CLASS: 9349 PLACEMENT DATE: O4/ 14/ 1998 TIME SAMPLED: 7:20 aln BY: l WEATHERCONDITIONS: ClOUdy, TEMPERATURE (F) -AIR 7O F TRUCK NO: 731 TICKI A[R CONTENT (%): N/A U>` PLACEMENT LOCATION: Building D slab, A & B line, column lines 1-', REPORT OF TESTS CYLINDER ~1EASURED MARKED SLUi11P DATE SET NO. (incltcs) TESTED 1 1 5.00 04/21/1998 1 2 5.00 04/21/1998 1 3 1 4 MAXIMUM AGE LOAD (days) (Ibs.force) 7 101490 7 94850 Average 5.00 05/12/1998 28 5.00 05/12/1998 28 3usiness Center II Rd. & Lakeshore Dr. Texas field test and cast BATCH TIME: 7:1 O am ie Elrod DNCRETE: 78 F T No: 702332 T WEIGHT (pcQ: N/A f; and A-H line, column lines 9-1 YARDS: 60 STRENGTH (Psi) FRACTURE TYPE 3590 3350 3470 phis report is exclusively for the use of the client indicated above and shalt not be reproduced except in full without die approval of HBC Engineering, Inc. OIAK Page (of 7 ~ ,,~ •' CONCRETE COMPRL,~SIVE STRENGTH TEST ENGIIVEERING, INC. 8901 Carpcatcr Frwy., Suitc fI10(1 Dallas, Tcxas 75247 Date of Service: 04/14/1998 Report No.: 980972 Report Date 04/22/ 1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Ptaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project No.: 43-245 -97 Project: Coppell Business Center II Belt Lit Rd. & Lakeshore Dr. Coppell Texas Services: Obtain samples of fresh concrete at the placement locations, perform requii compressive strength samples.** PROJECT DATA CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 16 SPECIFICATION REQUIREMENTS STRENGTH: 4000 pSl @ 28 Days SLUMP: S ~~ AIR: 3-6% TEST METHOD: ASTM C-143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: P.25, 9.25 colvcRETE CLASS: 9349 PLACEMENT DATE: O4/ 14/ 1998 TIME SAMPLED: 8: I S am BY: I WEATHER CONDrriONS: CIOUdy, TEMPERATURE (F) - A[R 69 F TRUCK NO: 728 TICK] AIR CONTENT (%): N/A un PLACEMENT LOCATION: See page 1 REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (Ibs. force) 2 1 5.25 04/21/1998 7 116590 2 2 S.2S 04/21/1998 7 113650 Average 2 3 5.25 05/12/1998 28 2 4 5.25 05/12/1998 28 field test and cast BATCH TIME: 8:08 am ddie Elrod ;ool )NCRETE: 7S F r No: 702340 T W EIGHT (pcf): N/A 'CUMULATIVE YARDS: 140 COMPRESSIVE STRENGTH FRACTURE (psi) TYPE 4120 4020 4070 -0' 'Phis report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wrf tten approval of HBC Engineering, Inc. OIAK Pagc 2 of 7 . ~ CONCRETE COMP~SSIVE STRENGTH TEST ENGIIVEERING, INC. 8)Ul Carpenter Frwy., Suite #IUU Dallas, Texas 75247 Date of Service: 04/14/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 980972 Report Date 04/22/ 1998 Project No.: 43-245 -97 Project: Coppel Business Center II Belt Li a Rd. & Lakeshore Dr. Coppel ,Texas Services: Obtain samples of fresh concrete at the placement locations, perform requi~ed field test and cast compressive strength samples.** PROJECT DATA CONTRACTOR: Butler Construction CONCRETE SUPPLIER: PIO11eeC CORCrete PLANT: I6 SPECIFICATION REQUIREMENTS STRENGTH: 4000 pSl @ 28 Days SLU~~IP: S~~ A[R: 3-6% TEST METHOD: ASTM C-143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: ES, 9.25 CONCRETE CLASS: 9349 PLACEMENT DATE: 04/14/199 BATCH TIME: 8:42 am TIME SAMPLED: 8:45 am BY: ddie Elrod WEATHER CONDITIONS: CIOUdy, COOI TEMPERATURE (F) - A[R 7O F ONCRETE: 76 F TRUCK NO: 1806 TIC T NO: 702346 AIR CONTENT (%): N/A U IT WEIGHT (pcO: N/A PLACEMENT LOCAT[ON: See page I REPORT OF TESTS CYLINDER MEASURED MARKED SLUMP UA7'E AGE SET NO. (inches) TESTED (days) 3 1 5.25 04/21/1998 7 3 2 5.25 04/21/1998 7 3 3 5.25 05/12/1998 28 3 4 5.25 05/12/1998 28 MAXIMUM LOAD (Ibs. force) yy~~~ 97870 Average :CUMULATIVE YARDS: 200 COMPRESSIVE STRENGTH FRACTURE (Psi) TYPE 3500 3460 3480 a' This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the approval of HBC Engineering, [nc. OI:U: 1'agc 3 of 7 ~. CONCRETE COMP~,~SIVE STRENGTH TE~~T ENGII~IEERING, INC. 8')OI Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 04/ 14/ 1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 980972 Report Date 04/22/ 1998 Project No.: 43-245 -97 Project: Coppell Business Center tI Belt Li Rd. & Lakeshore Dr. Coppell Texas Services: Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples.** PROJECT DATA CONTRACTOR: Butler CO11StruCtlOt1 CONCRETE SUPPLIER: PlOneer COIICrete PLANT: 16 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi @ 28 Days SLUMP: $" AIR: 3-6% TEST METI{OD: ASTM C-143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: C.S, 9.5 CYLINDER MARKED SET NO. 4 1 4 2 4 3 4 4 CONCRETE CLASS: 9349 PLACEMENT DATE: 04/14/1998 TIME SAMPLED: 1 1:20 am BY: I WEATHER CONDITIONS: Partly cl TEMPERATURE (F) -AIR 78 F C TRUCK NO: 6S4 TICKI A[R CONTENT (%): NIA uN PLACEMENT LOCATION: See page I REPORT OF TESTS 117 EASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (Ibs. force) 5.50 04/21/1998 7 85460 S.SO 04/21/1998 7 88170 Average 5.50 05/12/1998 28 S.SO 05/12/1998 28 field test and cast BATCH TIME: 10:35 am ddie Elrod Judy, warm )NCRETE: 79 F r No: 702363 TWEIGHT(pcf): N/A T[VE YARDS: 370 STRENGTH (Psi) 3020 3120 3070 FRACTURE TYPE a' This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the n approval of HBC Engineering, Inc. OIAK Pagc 4 of 7 ~; CONCRETE COMPR~aSIVE STRENGTH TEa I' ENGINEERING, INC. 8901 Carpenter Fnvy., Suite #1(10 Dallas, Texxs 75247 Date of Service: 04/ 14/ l 998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 Nortli Akard Street Dallas TX 75201-3394 MAXIMUM AGE LOAD (days) (Ibs. force) Services: Obtain samples of fresh concrete at the placement locations, perform requ compressive strength samples.** PROJECT DATA CONTRACTOR: Butler Construction CONCRETE SUPPLIER: PlOneeC COI1CCete PLANT: 16 SPECIFICATION REQUIREMENTS STRENGTH: 4000.pSI @ 28 Days SLUMP: S" A[R: 3-G% TEST METHOD: ASTM C-143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: A.7~, 10.5 CONCRETE CLASS: 9349 PLACEMENT DATE: 04/14/1998 TIME SAMPLED: 12:45 pm BY: )- WEATHER CONDITIONS: Partly CI TEMPERATURE (F) -AIR 82 F C TRUCK NO: 6S4 TICKF AIR CONTENT (%): N/A UN PLACEMENT LOCATION: See page t REPORT OF TESTS CYLINDER 114EASURED i\1ARKED SLUMP DATE SET NO. (inches) TESTED S 1 5.00 04/21/1998 S 2 5.00 04/21/1998 Report No.: Project No.: 43 Report Date 04/22/1998 Project: Coppell Business Center II Belt Li e Rd. & Lakeshore Dr. Coppell Texas 7 125920 7 116190 Average S 3 5.00 05/12/1998 28 S 4 5.00 05/12/1998 28 field test and cast BATCH TIME: 1 1:48 am ddie Elrod Ludy, warm )NCRETE: 79 F rNO: 702373 t WEIGHT (pct): N/A .TINE YARDS: 470 STRENGTH (Psi) 4450 4110 4280 FRACTURE TYPE "this report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the approval of HBC Engineering, Inc. OiAK Pagc 5 of 7 CONCRETE COMPR~SIVE STRENGTH TES ENGINEERING, INC. 8)Ol Carpenter Frwy., Suite ft100 Dallas, Texas 7i2J7 Date of Service: 04/14/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akal-d Stl'eet Dallas TX 75201-3394 1~epVrt L'dlC Report No.: 9809724 04/22/1998 Project No.: 43-2452 97 Project: Coppell Business Center II Belt Lin Rd. & Lakeshore Dr. Coppell Texas Services: Obtain samples of fresh concrete at the placement locations, perform requi ed field test and cast compressive strength samples.** PROJECT DATA CONTRACTOR: Butler COriStCUChOn CONCRETE SUPPLIER: Pioneer Concrete PLANT: 16 SPECIFICATION REQUIREIV[ENTS STRENGTH: 4000 pSl @ 28 Days SLUMP: $~~ AtR: 3-6% TEST NIETIiOD: A$TM C-143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: A.75, 8.7~ CONCRETE CLASS: 9349 PLACEMENT DATE: O4/ 14/ 199 TIME SAMPLED: 1:40 pm BY: WEATHER CONDITIONS: Partly TEMPERATURE (F) -AIR 83 F 'TRUCK NO: 739 TIC AIR CONTENT (%): NIA I PLACEMENT LOCATION: See page 1 REPORT OF TESTS CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 6 1 5.00 04/21/1998 6 2 5.00 04/21 / 1998 6 3 5.00 05/12/1998 6 4 5.00 05/12/1998 MAXIMUM AGE LOAD (days) (Ibs. force) 7 114780 7 111100 Average 28 28 BATCH TIME: NIA iie Elrod dy, warm dCRETE: 78 F No: 702379 WEIGHT (pcf): N/A ~CCUI\IULATIVE YARDS: S3O COMPRESSIVE STRENGTH FRACTURE (psi) TYPE 4060 3930 4000 'this report is exclusively for the use of the client indicated above and shall not be reproduced except in full without th~ written approval of HBC Engineering, Inc. Page 6 of 7 Ol AK - CONCRETE COMPR~.~SIVE STRENGTH TE ~ PROJECT DATA CONCRETE CLASS: 9349 Date of Service: 04/14/1998 Report No.: 980972 Report Date 04/22/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project No.: 43-245 -97 Project: Coppell Business Center II Belt Lin Rd. & Lakeshore Dr. Coppell Texas Services: Obtain samples of fi-esh concrete at the placement locations, perform requil compressive strength samples.** CONTRACTOR: Butler Construction CONCRETE SUPPLER: Pioneer Concrete PLANT: 16 SPECIFICA"TION REQII[REh1ENT5 STRENGTI-L• 4000 pSl @ 28 Days SLUMP: 5" AIR: 3-6% TEST METHOD: ASTM C-143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: A.75, 3.5 ENGINEERING, [NC. 8901 Carpenter Frwy., Suite NIUO Dallas, Texas 752J7 field test and cast PLACEMENT DATE: 04/14/1998 BATCH TIME: 2:55 pm TIME SAMPLED: 3:20 pm BY: ddie Elrod W FATHER CONDITIONS: Partly CI udy, warm "TEMPERATURE {F) -AIR 84 F C NCRETE: 77 F TRUCK NO: 731 TICK No: 702391 A[R CONTENT (%): N/A UN T WEIGHT (pct): N/A PLACEMENT LOCATION: See page 1 REPORT OF TESTS CYLINDER A~IEASUREU MAX[MUNI DIARKED SLUMP DATE AGE LOAD SET NO. (incl~cs) TESTED (days) (Ibs. force) 7 I 5.25 04/21/1998 7 98930 7 2 5.25 04/21/1998 7 97900 Average 7 3 5.25 05/12/1998 28 7 4 5.25 05/12/1998 28 Technician: Eddie Elrod Started: Finished: Report Distribution: (t) Lincoln Property Company (1) City ofCoppell/Bldg. Insp. (I) Butler Construction (I) City of Coppell/Constr. Insp. (1) O'Brien R Associates (I) Aecc. Inc. "this report is exclusively for the use ol'[he client indicated above and shall not be reproduced except in lull without the UMULATIVE YARDS: 650 OMPRESSIVE STRENGTH FRACTURE (psi) TYPE 3500 3460 3480 Vice President approval of HBC Engineering, Inc. UTAK Page 7 of 7 ~~ IN-I'I.~ACE DENSITY'~'~STING "'1 ENGIl~iEERI1VG, INC. 8901 Carpenter Frwy., Suitc #100 Dallas, Texas 75247 Date of Service: 04/13/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Services: In-place density testing. Report No.: 980957 Report Date 04/22/ 1998 Project No.: 43-245 -97 Project: Coppell Business Center II Belt Lil e Rd. & Lakeshore Dr. Coppell Texas PROJECT DATA CONTRACTOR: Butler Construction Laboratory Test Method: ASTI~ D-698 Field Test Method: AST D-2922 AST D-3017 MOISTURE DENSITY RELATIONS: M/D No. 1 TEST NO Description Lt gr/red/teed brn shaley clay TEST LOCATION Firetane 573 Final lift, Station 30+95 574 1' below surface, Station 31+00 575 Final lift, Station 33+95 576 1' below surface, Station 33+97 577 2' below surface, Station 34+00 578 Final lift, Station 36+95 579 1' below surface, Station 37+00 580 2' below surface, Station 39+95 581 Final lift, Station 39+95 582 1' below surface, Station 39+97 583 2' below surface, Station 39+99 584 3' below surface, Station 40+OS 24.9 24.7 24.8 24.6 23.9 23.7 23.9 24.6 24.9 24.7 24.8 23.7 This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the Maximum Moisture % Density pcf 23.5 98.5 FIELD DENSITY TESTS M/D MOISTURE No. (%) Project Requirements Moisture Density -1/+3% 95% DRY DENSITY DENSITY (pcf) (% max) 95.4 95.6 96.1 95.7 96.0 95.3 95.8 95.4 95.8 96.3 96.1 95.9 97 97 98 97 98 97 97 97 97 98 98 97 approval of HBC Engineering, [nc. 07MP Page I of 2 Report No.: 9809577 ~ a.~ 'PEST M/D MOISTURE DRY DENSITY DENSITY NO TEST LOCATION No. (%) (pct) (% max) 585 Final lift, Station 42+95 1 23.9 953.2 968 586 l' below surface, Station 42+97 1 24.1 95.4 97 587 Final lift, Station 45+95 1 23.7 95.8 97 588 1' below surface, 45+98 1 24.0 95.4 97 589 Final lift, Station 48+95 1 23.9 95.9 97 590 I' below surface, Station 48+97 1 24.1 95.5 ~ 97 591 Final lift, Station 51+95 1 23.9 94.2 96 592 l' below surface, 51+93 1 23.9 94.7 96 Test results on this report meet project specification. Technician: Tex King i y Report Distribution: { I) Lincoln Property Company (I) City of Coppell/Bldg. Insp. (1) Butler Construction (I) City of Coppell/Constr. Insp. (I) O'Brien & Associates (I) AECC. [nc. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the Inc. ). Smith, P.E. Project Engineer approval of HBC Engineering, lnc. p~Mp Page 2 of 2 P^+ CONCRETE COMPRESSIVE STRENGTH TES I' Report No.: 980801 Date of Service: 03/24/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project No.: 43-245 ENGII~iEERING, INC. 8901 Carpenter Frwy., Suite 11100 Dallas, Texas 75247 Report Date 04/22/ 1998 Project: Coppel Business Center II Belt Li a Rd. & Lakeshore Dr. Coppel ,Texas Services: Obtain samples of fresh concrete at the placement locations, perform compressive strength samples.** PROJECT DATA CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 27 SPECIFICATION REQUIREMENTS STRENGTH: 4000 pSl @ 28 Days SLUMP: 5" AIR: N/A TEST METHOD: ASTM C-143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: 1-E.4, 1-E.6, 1-F CYLINDER MARKED SET NO. 1 1 1 2 1 3 1 4 MEASURED SLUMP DATE (inches) TESTED CONCRETE CLASS: 9349 PLACEMENT DATE: 03/24/1998 TIME SAMPLED: 1:25 pm BY: 1 WEATHER CONDITIONS: Clear, Vti TEMPERATURE (F) -AIR 78 F TRUCK NO: 526 TICK AIR CONTENT (%): N/A ur PLACEMENT LOCATION: Piers, Building D REPORT OF TESTS MAXIMUM AGE LOAD (days) (Ibs.force) 6.25 03/31/1998 7 88010 6.25 03/31/1998 7 84810 Average 6.25 04/21/1998 28 116970 6.25 04/21/1998 28 119380 Average Technician time on report 9808018. Technician: Brian Otis Started: Finished: Report Distribution: (I) Lincoln Property Company (I) City of Coppel)/Bldg. Insp. (I) Butler Construction (I) City of Coppel)/Constr. Insp. (I) O'Brien & Associates (I) AECC, inc. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the field test and cast BATCH TIME: 12:08 pm n Otis VCRETE: 74 F No: 664622 WEIGHT (pcf): N/A 'CUMULATIVE YARDS: 10 COMPRESSIVE STRENGTH FRACTURE (psi) TYPE 3110 3000 3060 4140 4220 4180 Engi ,Inc. tg a Harbour Vice President n approval of HBC Engineering, Inc. OIAK Page I of I CONCRETE COMPI~aSIVE STRENGTH TES FsIGINEERII~IG, WC. 8901 Carpenter Frwy„ Suite k100 Dallas, Tcxas 75247 Date of Service: 04/14/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppel Business Center II Belt Li a Rd. & Lakeshore Dr. Coppel ,Texas Services: Obtain samples of fresh concrete at the placement locations, perform requ compressive strength samples.** PROJECT DATA CONTRACTOR: Butler Construction CONCRETE SUPPLIER: QQIk MIX COI1Crete PLANT: Batch truck SPECIFICATION REQUIREMENTS STRENGTH: O pSl @ 28 Days SLUMP: N/A AIR: N/A TEST METHOD: ASTM C-143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: Top of manhole x CYLINDER MARKED SET NO. 1 1 1 2 1 3 1 4 CONCRETE CLASS: 7 Sack PLACEMENT DATE: U4/14/199$ TIME SAMPLED: 2:30 pm Bv: WEATHERCONDITIONS: PartlyC TEMPERATURE (F) -AIR 84 F 1 TRUCK NO: 656 T[CK AIR CONTENT (%>: N/A ur PLACEMENT LOCATION: Manhole, southeast corner of Building A REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE .AGE LOAD (inches) TESTED (days) (Ibs. force) 1.50 04/21/1998 7 151610 1.50 04/21/1998 7 152940 Average 1.50 05/12/1998 28 1.50 05/12/1998 28 Technician time on report 9809724. Technician: Eddie Elrod Started: Finished: Report Distribution: (I) Lincoln Property Company (l) City of Coppell/Bldg. Insp. (1) Butler Construction (t) City of Coppel I/Constr. Insp. (1) O'Brien & Associates (l) AECC. Inc. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the Report No.: 980972 Report Date 04/22/ 1998 Project No.: 43-245 -97 field test and cast BATCH TIME: N/A ie Elrod VCRETE: 80 F No: 2899 WEIGHT (pcfj: N/A 'CUMULATIVE YARDS: 1 O COMPRESSIVE STRENGTH FRACTURE (psi) TYPE 5360 5410 5390 Vice President approval of HBC Engineering, Inc. OIAK Page l of l CONCRETE COMPRl'~SIVE STRENGTH TE ENGIlVEERINC', INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 04/14/1998 Report No.: 980972$ Report Date 04/22/1998 Client No.: $2617000 Project No.: 43-24$2 97 Client: Lincoln Property Company Project: Coppell usiness Center II 3300 Lincoln Plaza/Larry Moon Belt Lin Rd. & Lakeshore Dr. $00 North Akard Street Dallas TX 7$201-3394 Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform compressive strength samples.** PROJECT DATA coNTRACTOR: Butler Construction CONCRETE SUPPLIER: QUIk MlX COriCrete PLANT: Batch trUCk SPECIFICATION REQUIREMENT'S STRENGTH: $000 psi @ 28 Days sI.UMP: N/A AIR: N/A TEST METHOD: ASTM C-143 ASTM C-172 ASTM C-39 SAI\~IPLE LOCATION: Top of manhole CYLINDER MARKED SET NO. 1 1 1 2 MEASURED SLUMP DATE (inches) TESTED 1.$0 04/21/1998 1.$0 04/21/1998 1 3 1 4 1.$0 0$/12/1998 1.$0 0$/12/1998 Technician time on report 9809724. 7 7 28 28 Technician: Eddie Elrod Started: Finished: Report Distribution: (1) Lincoln Property Company (1) City of Coppell/Bldg. Insp. (I) Butler Construction (I) City of Coppe111Constr. Insp. (()O'Brien & Associates (I) Mullen & Powell Technistructures (() AECC, Inc. 1$1610 1$2940 Average d field test and cast BATCH TIME: NIA .die Elrod VCRETE: 8O F No: 2899 WEIGHT (pct): N/A TIME YARDS: 10 STRENGTH (Psi) FRACTURE TYPE $360 $410 5390 lge5e Harbour Vice President Inc. 'this report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. CONCRETE CLASS: 7 Sack PLACEMENT DATE: 04/14/1998 TIME SAMPLED: 2:30 pm BY: E~ WEATHER CONDITIONS: Partly C1C TEMPERATURE (F) -AIR 84 F C( TRUCK NO: 6$ 6 TICKS' AIR CONTENT (%): N/A UNC PLACEMENT LOCATION: Manhole, southeast corner of Building A REPORT OF TESTS MAXIMUM AGE LOAD (days) (Ibs. force) OIAK Page I of 1