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Northlake 635(3)-LR 980708.IN-PLACE DENSITY""ESTING Date of Service: Client No.: Client: Services: 07/02/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 ha-place density testing. CONTRACTOR: Butler Construction MOISTURE DENSITY RELATIONS: M/D No. Description 1 Reddish tan clayey sand with clay balls TEST NO TEST LOCATION 07SS Report No.: 981720 Project No.: 43-2452 Project: Coppell Belt Lit Coppell PROJECT DATA Laboratory Test Method: Field Test Method: ASTI~ ASTI~ ASTI~ Maximum 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 ,97 Report Date 07/08/1998 Business Center II ~e Rd. & Lakeshore Dr. Texas D-698 D-2922 D-3017 Project Requirements Moisture % 13.5 Density pcf 115.5 FIELD DENSITY TESTS Interior Grade Beam Backfill 773 Building D, SE corner, 60 feet north, Final lift 774 Building D, SE corner, 200 feet north, Final lift 775 Building D, SE corner, 300 feet north, Final lift 776 Building D, SE corner, 400 feet north, Final lift 777 Building D, SE corner, 500 feet north, Final lift 778 Building D, NE corner, 50 feet west, Final lift 779 Building D, NE corner, 200 feet west, Final lift 780 Building D, NE corner, 300 feet west, Final lift 781 Building D, NE corner, 400 feet west, Final lift 782 Building D, NW corner, 50 feet south, Final lift 783 Building D, NW corner, 200 feet south, Final lift Moisture Density M/D MOISTURE (%) 1 13.9 1 13.6 1 13.8 1 13.4 1 13.6 1 13.8 1 13.5 1 13.7 1 13.9 1 13.8 1 13.9 -2/+2% 95% DRY DENSITY DENSITY (pcO (% max) 111.9 97 111.2 96 111.7 97 112.2 97 111.2 96 111.7 97 111.8 97 111.6 97 111.9 97 112.3 97 111.7 97 This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the w~ Page I of 2 ittcn approval of HBC Engineering, Inc. ,.Report No.: 9817200 TEST NO TEST LOCATION Building D, NW corner, 300 feet south, Final lift Building D, NW corner, 400 feet south, Final lift Building D, NW corner, 500 feet south, Final lift Building D, SW corner, 40 feet east, Final lift Building D, SW corner, 150 feet east, Final lift Building D, SW corner, 250 feet east, Final lift Building D, SW corner, 370 feet east, Final lift 784 785 786 787 788 789 790 Technician: Tex King Report Distribution: (I) Lincoln Property Company (I) Butler Construction (I) O'Brien & Associates (I) AECC, Inc. MID MOISTURE No. (%) 1 13.6 1 13.7 1 13.9 1 13.5 1 13.7 1 13.9 I 13.8 Test results on this report meet project specification. (I) City ofCoppell/Bldg. Insp. ( I ) City of Coppell/Constr. Insp. (I) Mullen & Powell Technistructures This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the wr DRY DENSITY (pcf) 112.2 111.2 111.2 111.9 111.7 112.0 111.8 DENSITY (% max) 97 96 96 97 97 97 97 ~ En , Inc. aul D. Smith, P.E. mior Project Engineer ittcn approval of HBC Enginccring, Inc. 07SS Page 2 of 2 .IN-PLACE DENSITY STING Date of Service: Client No.: Client: Services: O7/01/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 In-place density testing. CONTRACTOR: Butler Construction Report No.: 981708: Project No.: 43-2455 Project: Coppell 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 -97 Report Date 07/08/1998 Business Center II MOISTURE DENSITY RELATIONS: M/D No. PROJECT DATA Laboratory Test Method: Field Test Method: 07SS Description Maximum Moisture % Density pcf Reddish tan clayey sand with clay balls 13.5 115.5 FIELD DENSITY TESTS TEST NO TEST LOCATION M/D Interior Grade Beam Backfill Building D, SW corner, 50 feet north, 1st lift 754 755 Building D, SW comer, 756 Building D, SW corner, 757 Building D, SW corner 758 Building D, SW corner 759 Building D, SW corner 760 Building D, NW corner 761 Building D, NW corner 762 Building D, NW corner 763 Building D, NW corner 764 Building D, NE corner 160 feet north, 1st lift 230 feet north, 1st lift 340 feet north, 1st lift 440 feet north, 1st lift 500 feet north, 1st lift 60 feet east, 1st lift 120 feet east, 1 st lift 330 feet east, 1st lift 400 feet east, 1st lift 70 feet south, 1st lift Belt Lin Coppell ASTN ASTN ASTN MOISTURE (%) e Rd. & Lakeshore Dr. Texas D-698 l D-2922 lD-3017 Project Requirements Moisture Density -2/+2% 95% 1 13.7 1 13.5 1 13.6 1 13.3 1 13.5 1 13.7 1 13.3 1 13.6 1 13.5 1 13.5 1 13.7 DRY DENSITY DENSITY (pcl) (% max) 111.7 97 111.5 97 111.7 97 111.9 97 111.6 97 111.7 97 112.0 97 111.8 97 111.9 97 111.5 97 111.7 97 This report is exclusively lbr the use of the client indicated above and shall not be reproduced except in full without the w: Page I of 2 itten approval of HBC Engineering, Inc. .Report No.: 9817085 TEST NO 765 766 767 768 769 770 771 772 TEST LOCATION MfD MOISTURE No. (%) Building D, NE corner, 190 feet south, 1st lift Building D, NE corner, 310 feet south, 1st lift Building D, NE corner, 410 feet south, 1st lift Building D, NE corner, 500 feet south, 1st lift Building D, SE corner, 50 feet west, 1st lift Building D, SE corner, 130 feet west, 1st lift Building D, SE corner, 260 feet west, 1st lift Building D, SE corner, 330 feet west, 1st lift 1 13.6 1 13.4 1 13.2 1 13.6 1 13.4 1 13.5 1 13.7 1 13.6 Test results on this report meet project specification. DRY DENSITY (pcO 111.9 111.5 111.0 111.5 111.2 111.3 111.6 111.3 DENSITY (% max) 97 97 96 97 96 96 97 96 Technician: Tex King Report Distribution: (I) Lincoln Property Company (I) Butler Construction (I) O'Brien & Associates (I) AECC, Inc. (1) City ofCoppell/Bldg. Insp. ( I ) City of Coppell/Constr. lnsp. (I) Mullen & Powell Technistructures I'"I~ Ending, Inc. aul D. Smith, P.E. ,nior Project Engineer This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the ~ 07SS Page 2 of 2 ittcn approval of HBC Engineering, Inc. CONCRETE COMPR SIVE STRENGTH Date of Service: 06/26/1998 Report No.: 981662, Client No.: 52617000 Project No.: 43-245~ Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Coppell Belt Lit Coppell Services: Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples. SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 16 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" max N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 06/26/1998 TIME SAMPLED: 6:45 am BY: WEATHER CONDITIONS: Clear, TEMPERATURE (FI - AIR 81 F ( TRIJCK NO: 1 882 TICK AIR CONTENT (%): N/A ur PLACEMENT LOCATION: Paving, north and east of Building A, 225' so to center of north face of bldg. and approach SAMPLE LOCATION: 15'W/I 5'S from fire hydrant CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 1 1 5.50 07/03/1998 I 2 5.50 07/03/1998 REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 109660 7 104750 Average I 3 5.50 07/24/1998 28 I 4 5.50 07/24/1998 28 A4 Note: Concrete delayed about one and a half hours. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the v 01AK Page I of 4 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 .97 Report Date 07/08/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and east BATCH TIME: N/A )can Martin 'indy :ONCRETE: 93 F ~TNO: 712617 'IT WEIGHT (pc0: N/A ;th from NE comer of bldg. to north approach 20' west of Belt Line to 50' west of Belt Line 2CUMULATIVE YARDS: 60 COMPRESSIVE STRENGTH (mi) 3880 3700 3790 FRACTURE TYPE fitten approval of HBC Engineering, Inc. CONCRETE COMP1L ' SIVE STRENGTH TE? Date of Service: 06/26/1998 Report No.: 981662~ 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 requn compressive strength samples. SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 16 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" max N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE Ct~SS: 9351 PLACEMENT DATE: 06/26/1998 TIME SAMPLED: 7:32 am BY: WEATHER CONDITIONS: Sunny, TEMPERATURE (F) - AIR 80 F TRUCK NO: 845 TICKI AIR CONTENT (%): N/A UN PLACEMENT LOCATION: See page I SAMPLE LOCATION: See below REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 2 1 5.50 07/03/1998 7 95740 2 2 5.50 07/03/1998 7 93420 Average 2 3 5.50 07/24/1998 28 2 4 5.50 07/24/1998 28 A( Sample location: 57'N from fire hydrant and 10'E from W end of pay. This report is exclusively for thc usc of the client indicated above and shall not be reproduced except in full without thc wr 01AK Page 2 of 4 .97 ENG~Nq~JNG, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 07/08/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 7:10 am )can Martin ~indy ONCRETE: 90 F ',T NO: 712623 IT WEIGHT (pc0: N/A !CUMULATIVE YARDS: COMPRESSIVE STRENGTH (psi) 3390 3300 3350 120 FRACTURE TYPE rig. :tten approval of HBC Engineering, Inc. CONCRETE COMPRI' SIVE STRENGTH TE r" _ Date of Service: 06/26/1998 Report No.: 981662z 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 reqml compressive strength samples. SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 16 SPECIFICATION REQUIREMENTS STRENaTm 4000 psi ~ 28 Days 5" max N/A ASTM C- ! 43 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 06/26/1998 TIME SAMPLED: 9:25 am BY: WEATHER CONDITIONS: Sunny, TEMPERATURE (F) - AIR 86 F TRUCK NO: 8115 TICm AIR CONTENT (%): N/A UN PLACEMENT LOCATION: See page I SAMPLE LOCATION: 27'S from NEC of bldg., 30'W/E end CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 3 I 6.50 07/03/1998 7 97950 3 2 6.50 07/03/1998 7 93420 Average 3 3 6.50 07/24/1998 28 3 4 6.50 07/24/1998 28 A~ Note: Water added by others; technician notified superintendent. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the ~ 01AK Page 3 of 4 8901 Carpenter Frwy. Suite #100 Dallas, Texas 75247 ,97 Report Date 07/08/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 8:40 am )ean Martin vindy ONCRETE: 91 F :TNO: 712633 IT WEIGHT (pcf): N/A 2CUMULATIVE YARDS: 2 ! 0 COMPRESSIVE STRENGTH (psi) 3460 3300 3380 FRACrURE TYPE itten approval of HBC Engineering, Inc. CONCRETE COMPRI SIVE STRENGTH TE? Date of Service: 06/26/1998 Report No.: 9816624 Client No.: Client: Services: 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 requir compressive strength samples. ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 .97 Report Date 07/08/1998 Business Center II ~ Rd. & Lakeshore Dr. Texas .~d field test and cast SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 16 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" max N/A ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: 45'N from NE corner of bldg. CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 4 I 6.00 07/03/1998 4 2 6.00 07/03/1998 4 3 6.00 07/24/1998 4 4 6.00 07/24/1998 PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 06/26/1998 TIME SAMPLED: 11:25 am BY: 1~ WEATHER CONDITIONS: Sunny, v TEMPERATURE (F) - AIR 91 F C TRUCK NO: 768 TICK[ AIR CONTENT (%): N/A UN: PLACEMENT LOCATION: See page ! REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 98720 7 95300 Average 28 28 A£ BATCH TIME: 10:35 am ,can Martin ,indy ~)NCRETE: 91 F TNO: 712642 T WEIGHT (pc0: N/A CUMULATIVE YARDS: 300 COMPRESSIVE STRENGTH (psi) 3490 3370 3430 FRACTURE TYPE 01AK Technician: Dean Martin Report Distribution: (1) Lincoln Propcrty Company (l) Butler Construction (I) O'Brien & Associates (I) AECC, Inc. Started: 3:00 am Finished: 2:00 pm H~ (1) City of Coppell/Bldg. Insp. (1) City of Coppell/Constr. Insp. (I) Mullen & Powell Technistructures This report is exclusively for the use of the client indicated above aqd shall not be reproduced except in full without the wt Page 4 of 4 ~ Engin Eugene Harbour Vice President ittcn approval of HBC Enginecring, Inc.