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Northlake 635(3)-LR 980406' CONCRETE COMPRf SIVE STRENGTH Date of Service: 03/05/1998 Report No.: 980655! Client No.: 52617000 Project No.: 43-2452 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppell Belt Lin Coppell Services: Obtain samples of flesh 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 4" N/A ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 03/05/1998 TIME SAMPLED: 6:20 am BY: J WEATHER CONDITIONS: Cloudy, TEMPERATURE (F) - Am 46 F ( TRUCK NO: 730 TICK] AIR CONTENT (%): N/A u~ PLACEMENT LOCATION: Slab-on-grade, Building C floor, lines 1-3, A SAMPLE LOCATION: Line lC, 3 ft. north CYLINDER MEASURED MARKED SLUMP DATE SET NO. (i riches) TESTED I 1 5.00 03/12/1998 ' 1 2 5.00 03/12/1998 1 3 5.00 04/02/1998 1 4 5.00 04/02/1998 Note: After the tag pour, uncompacted REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 88050 7 85970 Average 28 134660 28 127780 Average soil was put down from line A~ 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 8 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/06/1998 .97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCHTIME: 5:45 am ack Farris windy ONCRETE: 60 F :TNO: 651739 IT WEIGHT (pet): N/A :CUMULATIVE YARDS: 260 COMPRESSIVE STRENGTH (psi) 3110 3040 3080 4760 4520 4640 '3, G-N. FRACTURE TYPE itten approval of HBC Engineering, Inc. CONCRETE COMPR SIVE STRENGTH Date of Service: 03/05/1998 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 980655: 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: 22 SPECW~CAT~ON REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 4" N/A ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 03/05/1998 TIME SAMPLED: 7:00 am BY: WEATHER CONDITIONS: Cloudy TEMPERATURE (F} - AIR 50 F TRUCK NO: 756 TICKI AIR CONTENT (%): N/A UN PLACEMENT LOCATION: See page 1 SAMPLE LOCATION: Line 3E, 5 ft. south CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inch.) TESTED (days) (Ibs.~rce) 2 1 5.00 03/12/1998 7 94500 2 2 5.00 03/12/1998 7 92470 Average 2 3 5.00 04/02/1998 28 118780 2 4 5.00 04/02/1998 28 115810 Average Note: See page 1 A( This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wr 01AK Page 2 of 8 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 -97 Report Date 04/06/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 6:00 am ack Farris windy ONCRETE: 62 g :TNO: 651744 IT WEIGHT (pcf}: N/A iCUMULATIVEYARDS: 310 COMPRESSIVE STRENGTH (psi) 3340 3270 3310 4200 4100 4150 FRACTURE TYPE tten approval of HBC Engineering, Inc. CONCRETE COMPR.r SIVE STRENGTH Date of Service: 03/05/1998 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 980655 43-245; Coppell Belt Li~ 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: 22 SPECIFICATION REQUIREMENTS S'rREN(;TH: 4000 psi ~ 28 Days 4" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMEWr DATE: 03/05/1998 TIME SAMPLED: 8:46 am BY: WEATHER CONDITIONS: Cloudy TEMPERATURE (F) - AIR 59 TRUCK NO: 803 TICK] AIR CONTENT (%): N/A PLACEMENT LOCATION: See page I SAMPLE LOCATION: Line 1 G, 7 ft. N & 2 ft. W CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 3 1 5.00 03/12/1998 7 93240 3 2 5.00 03/12/1998 7 91910 Average 3 3 5.00 04/02/1998 28 146440 3 4 5.00 04/02/1998 28 157460 Average Note: See page 1 Al 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 8 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 .97 Report Date 04/06/1998 Business Center II te Rd. & Lakeshore Dr. Texas 'ed field test and cast BATCH TIME: 8:20 am ack Farris :ONCRETE: 70 F STNO: 651768 IT WEIGHT (pc0: N/A .~CUMULATIVE YARDS: 430 COMPRESSIVE STRENGTH (psi) 3300 3250 3280 5180 5570 5380 FRACTURE TYPE ittcn approval of HBC Engineering, Inc. CONCRETE COMPR SIVE STRENGTH Date of Service: Client No.: Client: Services: 03/05/1998 Report No.: 9806551 52617000 Project No.: 43-2452 Lincoln Property Company 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~ coin pressive strength samples.* * SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 4" N/A ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 03/05/1998 TIME SAMPLED: 9:55 am BY: WEATHER CONDITIONS: Cloudy TEMPERATURE (F) - AIR 60 F TRUCK NO: 860 TICKI AIR CONTENT (%): N/A UN PLACEMENT LOCATION: Sec page 1 SAMPLE LOCATION: Line 3H, 2 ft. west CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 4 I 4.00 03/12/1998 4 2 4.00 03/12/1998 4 3 4.00 04/02/1998 4 4 4.00 04/02/1998 Note: See page 1 REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 127930 7 126990 Average 28 165350 28 159160 Average A£ This report is exclusively for thc use of thc client indicated above and shall not be reproduced except in full without the wri 01AK Page 4 of 8 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/06/1998 -97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCHTIME: 9:21 am ack Farris ONCRETE: 79 F .TNO: 651789 ~WEIGHT(pcO: N/A CUMULATIVE YARDS: COMPRESSIVE STRENGTH (psi) 4520 4490 4510 5850 5630 5740 550 FRACTURE TYPE ten approval of HBC Engineering, Inc. CONCRETE COMPRr' SIVE STRENGTH Date of Service: 03/05/1998 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 980655~ 43-245~ 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: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi @ 28 Days 4" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: Line 2I, 2 f~. west PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 03/05/1998 TIME SAMPLED: 10:58 am BY: WEATHER CONDITIONS: Cloudy TEMPERATURE (F) - AIR 61 TRUCK NO: 752 TICm AIR CONTENT (%): N/A Up PLACEMENT LOCATION: See page 1 REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 5 1 4.00 03/12/1998 7 117240 5 2 4.00 03/12/1998 7 119550 Average 5 3 4.00 04/02/1998 28 158130 5 4 4.00 04/02/1998 28 143870 Average This report is exclusively tbr thc usc of the client indicated above and shall not be reproduced except in full without thc 01AK Page 5 of 8 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #I00 Dallas, Texas 75247 Report Date 04/06/1998 -97 Business Center II ~e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 10:30 am ack Farris iONCRETE: 72 F ;TNO: 651805 IT WEIGHT (pc0: N/A ;CUMULATIVE YARDS: COMPRESSIVE STRENGTH (psi) 4150 4230 4190 5590 5090 5340 650 FRACTURE TYPE itten approval of HBC Engineering, Inc. CONCRETE COMPRr'3SIVE STRENGTH Date of Service: Client No.: Client: 03/05/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9806551 Project No.: 43-245~ Project: 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: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 4" N/A ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 03/05/1998 TIME SAMPLED: 12:15 pm BY: WEATHER CONDITIONS: Cloudy TEMPERATURE (F) - AIR 60 V C TRUCK NO: 849 TICKI AIR CONTENT (%): N/A UN PLACEMENT LOCATION: See page I SAMPLE LOCATION: Line 3K, 2 ft. south . CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 6 1 4.00 03/12/1998 7 118710 6 2 4.00 · 03/12/1998 7 118000 Average 6 3 4.00 04/02/1998 28 156060 6 4 4.00 04/02/1998 28 146160 Average Note: See page 1 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 6 of 8 ENGINEERING, L~. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 -97 Report Date 04/06/1998 Business Center II e Rd. & Lakeshore Dr. Texas :d field test and cast BATCH TIME: 12:00 pm ack Fan'is windy ONCRETE: 79 V XNO: 651828 IT WEIGHT (pc0: N/A CUMULATIVE YARDS: COMPRESSIVE STRENGTH (psi) 4200 4170 4190 5520 5170 5350 760 FRACTURE TYPE .ten approval of HBC Engineering, Inc. CONCRETE COMPR?'SSIVE STRENGTH Date of Service: 03/05/1998 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 980655 43-245~ 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: 22 SPECIE[CATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 4" N/A ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 03/05/1998 TIME SAMPLED: 1: 15 pm BY: 3 WEATHER CONDITIONS: Cloudy TEMPERATURE(F)- AIR 60 F ( TRUCK NO: 858 TICK] AIR CONTENT (%): N/A u~ PLACEMENT LOCATION: See page I SAMPLE LOCATION: Line IL CYLINDER MEASURED MARKED SLUMP DATE SET NO. (i AChes) TESTED 7 1 4.00 03/12/1998 7 2 4.00 03/12/1998 7 3 4.00 04/02/1998 7 4 4.00 04/02/1998 Note: See page 1 REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 106230 7 108610 Average 28 121380 28 119120 Average A( This report is exclusively for the usc of the client indicated above and shall not bc reproduced except in full without thc w 01AK Page 7 of 8 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/06/1998 .97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCHTIME: 12:35 pm ack Farris ONCRETE: 75 F :T NO: 651844 IT WEIGHT (pcf): N/A :CUMULATIVE YARDS: 850 COMPRESSIVE STRENGTH (psi) 3760 3840 3800 4290 4210 4250 FRACTURE TYPE tten approval of HBC Engineering, lAC, cONCRETE COMP SIVE STRENGTH Date of Service: Client No.: Client: 03/05/1998 52617000 L i ncoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9806552 Project No.: 43-2452 Project: Coppeli Belt Lin Copper 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 4" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: Line 2P, I ft. south PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 03/05/1998 TIME SAMPLED: 2:55 pm BY: J: WEATHER CONDITIONS: Cloudy TEMPERATURE (F) - Am 60 F C TRUCK NO: 802 TICK[ AIR CONTENT (%): N/A PLACEMENT LOCATION: See page I CYLINDER MARKED SET NO. MEASURED SLUMP (inches) 8 1 4.25 8 2 4.25 8 3 4.25 8 4 4.25 Note: See page 1 REPORT OF TESTS DATE TESTED 03/12/1998 03/12/1998 MAXIMUM AGE LOAD (days) (Ibs.~rce) 7 115760 7 116300 Average 28 167980 28 164250 Average 04/02/1998 04/02/1998 AC Technician: Jack Farris Report Distribution: (1) Lincoln Property Company ( 1 ) Butler Construction (1) O'Brien & Associates (I) AECC, Inc. Started: 5:30 am (1) City of Coppell/BIdg. Insp. (1) City of Coppell/Constr. Insp. Finished: 4:30 pm H~ This report is exclusively Ibr the use of the client indicated above and shall not be reproduced except in full without the wi ENGINF~RING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/06/1998 -97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 2:35 pm ~ck Farris ~NCRETE: 75 TNO: 651863 TWEIGHT(pc0: N/A CUMULATIVE YARDS: SOMPRESSIVE STRENGTH (mi) 4090 4110 4100 5940 5810 5880 920 FRACTURE TYPE E~ Inc. ~ne Harbour Vice President ten approval of HBC Engineering, Inc. 01AK Page 8 of 8 CONCRETE COMPRt SIVE STRENGTH TE. 7 Date of Service: 03/26/1998 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 980819 43-245: Coppel Belt Li~ Coppel 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 3-5" N/A ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 03/26/1995 TIME SAMPLED: 4:30 am BY:~ WEATHER CONDITIONS: Partly C TEMPERATURE (F) - Am 66 ~* ~ TRUCK NO: 652 TICK AIR CONTENT (%): N/A un PLACEMENT LOCATION: Building B slab-on-g/n~dc between lines A. 1- SAMPLE LOCATION: C.2/1.5 REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (1~. force) 1 1 5.00 04/02/1998 7 97470 I 2 5.00 04/02/1998 7 92730 Average 1 3 5.00 04/23/1998 28 ! 4 5.00 04/23/1998 28 This report is exclusively for thc usc of the client indicated above and shall not be reproduced except in full without the ~ fIAK Page 1 of 6 8901 Carpenter Frwy., SUite #100 Dallas, Texas 75247 -97 Report Date 04/06/1998 Business Center II te Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: N/A 2harlie Shurtleff [oudy 2ONCRETE: 73 F CTNO: 664711 liT WEIGHT (pc0: N/A 2.5 & 1.1-10.9 2CUMULATIVE YARDS: 40 COMPRESSIVE STRENGTH (psi) 3450 3280 3370 FRACTURE TYPE ittcn approval of HBC Engineering, Inc. · CONCRETE COMPR?BSIVE STRENGTH TE? Date of Service: Client No.: Client: 03/26/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9808191 Project No.: 43-2452 Project: Coppell Belt Lin Coppell Services: Obtain samples of fresh concrete at the placement locations, perform requii compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 27 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 3-5" N/A ASTM C-143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: B.5/2.8 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 03/26/1998 TIME SAMPLED: 5:30 am BY: WEATHER CONDITIONS: Cloudy TEMPERATURE (1~ - AIR 66 F C TRUCKNO: 546 TICm AIR CONTENT (%): N/A un PLACEMENT LOCATION: See page I CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 2 1 6.00* 04/02/1998 7 80740 2 2 6.00' 04/02/1998 7 92440 Average 2 3 6.00* 04/23/1998 28 2 4 6.00' 04/23/1998 28 A( * Note: No water added at jobsite. Contractor and subcontractor no This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the wfi 01AK Page 2 of 6 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 .97 Report Date 04/06/1998 Business Center II e Rd. & Lakeshore Dr. Texas 'ed field test and cast BATCH TIME: 4:20 am :harlie Shurtleff ONCRETE: 74 F 664718 ~WEIGHT(pc0:N/A 'CUMULATIVEYARDS: Il0 COMPRESSIVE STRENGTH FRACTURE (psi) TYPE 2860 3270 3070 ~ified. tten approval of HBC Engineering, Inc. CONCRETE COMPRESSIVE STRENGTH Date of Service: 03/26/1998 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 980819~ 43-245~ Coppell Belt Li~ 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 3-5" N/A ASTM C-143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: A.5/4.2 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 03/26/1991 TIME SAMPLED: 6:45 am BY: WEATHER CONDITIONS: Cloudy TEMPERATURE (F) - AIR 67 F c TRUCK NO: 407 TICKI 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) Obs. force) 3 I 7.00* 04/02/1998 7 81230 3 2 7.00* 04/02/1998 7 85380 Average 3 3 7.00* 04/23/1998 28 3 4 7.00' 04/23/1998 28 A( Note: See page 2 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 ENGINF__ERING, INC. 8901 Carpenter Frwy., Suite gl00 Dallas, Texas 75247 -97 Report Date 04/06/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: N/A :harlie Shurtleff ONCRETE: 74 ',T NO: 664727 IT WEIGHT (pc0: N/A :CUMULATIVE YARDS: 200 COMPRESSIVE STRENGTH FRACTURE (psi) TYPE 2870 3020 2950 ~ ' ttcn approval of HBC Engineering, Inc. CONCRETE COMPI %SIVE STRENGTH Date of Service: Client No.: Client: Services: 03/26/1998 Report No.: 980819, 52617000 Project No.: 43-245~ Lincoln Property Company 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: 27 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 3-5" N/A ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 03/26/1998 TIME SAMPLED: 7:45 am BY: WEATHER CONDITIONS: Cloudy TEMPERATURE (F) - Am 69 TRUCK NO: 1803 TICK~ AIR CONTENT (%): N/A us PLACEMENT LOCATION: See page I SAMPLE LOCATION: C/5.6 REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 4 1 6.00* 04/02/1998 7 109230 4 2 6.00' 04/02/1998 7 100360 Average 4 3 6.00* 04/23/1998 28 4 4 6.00* 04/23/1998 28 A( * Note: See page 2 This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the w 01AK Page 4 of 6 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/06/1998 .97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCHTIME: 7:10 am ~harlie Shurtleff ONCRETE: 76 F :T NO: 664741 Fl' WEIGHT (pc0: N/A !CUMULATIVE YARDS: 31 0 COMPRESSIVE STRENGTH (psi) 3860 3550 3710 FRACTURE TYPE approval of HBC Engineering, Inc. 'CONCRETE COMP1Lr'3SIVE STRENGTH TEf" . Date of Service: 03/26/1998 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 980819( 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: 27 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 3-5" N/A ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 03/26/1998 TIME SAMPLED: 9:55 am BY: (~ WEATHER CONDITIONS: Cloudy, TEMPERATURE (F) - AIR 76 F C TRUCK NO: 545 TICI~ AIR CONTENT (%): N/A UN: PLACEMENT LOCATION: Sec page I SAMPLE LOCATION: 6/B CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 5 I 7.25 * 04/02/1998 7 112510 5 2 7.25' 04/02/1998 7 106580 Average 5 3 7.25* 04/23/1998 28 5 4 7.25' 04/23/1998 28 AC * Note: No water added. 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 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/06/1998 ¸97 Business Center II .~ Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 9:15 am '.harlie Shurtleff very windy 9NCRETE: 69 V TNO: 658761 T WEIGHT (pc0: N/A CUMULATIVE YARDS: 420 COMPRESSIVE STRENGTH (psi) 3980 3770 3880 FRACTURE TYPE Xen approval of HBC Engineering, Inc. CONCRETE COMPRr' SIVE STRENGTH TE? Date of Service: 03/26/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 980819~ Project No.: 43-2452 Project: 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 N/A ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: 9.5/A.5 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 03/26/1998 TIME SAMPLED: 12:35 pm aY: WEATHER CONDITIONS: Cloudy TEMPERATURE (F) - AIR 76 TRUCK NO: 648 TICK1 Am CONTENT (%): N/A UN PLACEMENT LOCATION: See page I CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 6 1 7.00* 04/02/1998 6 2 7.00* 04/02/1998 REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 111100 7 109120 Average 6 3 7.00* 04/23/1998 28 6 4 7.00' 04/23/1998 28 A( * Note: No water added. Additional technician: Brian Otis 9:00 am to 2:30 pm .97 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/06/1998 Business Center II e Rd. & Lakeshore Dr. Texas 'ed field test and cast FRACTURE TYPE Technician: Charlie Shurtleff Started: 3:00 am Finished: 9:00 am 1 a.~ ~ ~nglneerlli~lnc. Report Distribution: (I) Liqcoln Property Company (1) City ofCoppell/Bldg. Insp ...... (I) Butler Construction (1) City ofCoppell/Constr. Insp. 1 ~ge~rHarbour (I) O'Brien & Associates IVice President (I) AECC, Inc. 1 1 This report is exclusively for the use of the client indicated above and shall not b~ reproduced except in full without the wri~n approval of HBC Engineering, 0IAK Page 6 of 6 / CUMULATIVE YARDS: COMPRESSIVE STRENGTH (psi) 3930 3860 3900 BATCHTIME: 11:30 am :harlie Shurtleff very windy ONCRETE: 71 F XNO: 658787 IT WEIGHT (pcf): N/A 590 [nC. CONCRETE COMPRr SIVE STRENGTH Date of Service: 03/24/1998 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 980803: 43-245~ Coppell Belt Lit Coppeli Services: Obtain smnples 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" N/A ASTM C- 143 ASTM C-143 ASTM C-39 SAMPLE LOCATION: 4 line between B and C PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 03/24/1998 TIME SAMPLED: 8:30 am BY: ] WEATHER CONDmONS: Clear ar TEMPERATURE {F}- Am 69 F ( TRUCK NO: 823 TICK~ AIR CONTENT (%): N/A ur PLACEMENT LOCATION: Slab on grade, building B CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 1 1 7.00 03/31/1998 I 2 7.00 03/31/1998 1 3 7.00 04/21/1998 1 4 7.00 04/21/1998 REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 97170 7 91030 Average 28 28 NOTE: Concrete placed by pump truck. Technician did not monitor this pour. used. Technician made cylinders only. All samples taken from point Contractor' controlled water This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the 0iMP Page I of 3 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 -97 Report Date 04/06/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 7:30 am lrian Otis d mild iONCRETE: 71 g ;TNO: 664568 IT WEIGHT (pc0: N/A A~ ;CUMULATIVE YARDS: 280 COMPRESSIVE STRENGTH (psi) 3440 3220 3330 FRACTURE TYPE of deposit. nd slump itten approval of HBC Engineering, Inc. CONCRETE COMPRr' SIVE STRENGTH TEff Date of Service: Client No.: Client: 03/24/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 980803: Project No.: 43-2452 Project: 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: 27 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" N/A .ASTM C- 143 ASTM C- 143 ASTM C-39 SAMPLE LOCATION: 7 line between A and B PROJECT DATA CONCRETE CLASS: 9349 PLnCEMENT DATV.: 03/24/1998 TIME SAMPLED: 10:19 am BY: WEATHER CONDITIONS: Clear TEMPERATURE (F) - AIR 71 F TRUCK NO: 407 TICm AIR CONTENT (%): N/A PLACEMENT LOCATION: See Page i CYLINDER MARKED SET NO. MEASURED SLUMP (inches) REPORT OF TESTS MAXIMUM DATE AGE LOAD TESTED (days) (lbs. force) 2 1 6.00 03/31/1998 7 105040 2 2 6.00 03/31/1998 7 99790 Average 2 3 6.00 04/21/1998 28 2 4 6.00 04/21 / 1998 28 A( See Note page 1. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the w 0IMP Page 2 of 3 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 -97 Report Date 04/06/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCHTIME: 9:34 am Irian Otis d warm ONCRETE: 70 F :TNO: 664591 rr wv.m~rr (pcO: N/A :CUMULATIVE YARDS: 430 COMPRESSIVE STRENGTH (psi) 3710 3530 3620 FRACTURE TYPE tten approval of HBC Engineering, Inc. · cONCRETE COMPR SIVE STRENGTH TE . Date of Service: 03/24/1998 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 980803~ 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" N/A ASTM C- 143 ASTM C- 143 ASTM C-39 SAMPLE LOCATION: 9 line between B and C PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 03/24/1998 TIME SAMPLED: 12:30 pm BY: WEATHER CONDITIONS: Clear a~ TEMPERATURE (F) - AIR 84 F 12 TRUCK NO: 526 TICKI AIR CONTENT (%): N/A UN PLACEMENT LOCATION: See Page I CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inche~) TESTED (days) (Ib~. force) 3 1 7.50 03/31/1998 7 106870 3 2 7.50 03/31/1998 7 105730 Average 3 3 7.50 04/21/1998 28 3 4 7.50 04/21/1998 28 A( See Note on Page 1. See Report 9808018 for technician time. Technician: Brian Otis Report Distribution: (1) Lincoln Property Company (I) Butler Construction (I) O'Bricn & Associates (l) AECC, Inc. Started: N/A (1) City ofCoppell/Bldg, lnsp. (1) City of Copp¢ll/Constr. Insp. Finished: N/A .97 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/06/1998 Business Center II e Rd. & Lakeshore Dr. Texas 'ed field test and cast BATCH TIME: 11:07 am lrian Otis d warm ONCRETE: 73 F ;TNO: 664611 IT WEIGHT (pc0: N/A :CUMULATIVE YARDS: 560 COMPRE~IVE STRENGTH (psi) 3780 3740 3760 FRACTURE TYPE This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wr 0IMP Page 3 of 3 Vic~ President ttcn approval of HBC Engineering, Inc. CONCRETE COMPRt'"gSIVE STRENGTH Date of Service: Client No.: Client: 03/06/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 980663~. Project No.: 43-2452 Project: Coppell Belt Lin Coppell Services: Obtain samples of fresh concrete at the placement locations, perform reqm~ compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 22 SPECHqCATION REQUIREMENTS STRENCTH: 4000 psi ~ 28 Days 4" N/A ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 03/06/1998 TIME SAMPLED: 4:45 am BY: WEATHER CONDITIONS: Cold TEMPERATURE (F} - AIR 37 F TRUCKNO: 736 TICI~ AIR CONTENT (%): N/A t~ PLACEMENT LOCATION: Slab-on-grade, Building C floor, lines 5-7, A- SAMPLE LOCATION: Line 6A CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 1 1 4.50 03/13/1998 7 101480 I 2 4.50 03/13/1998 7 103550 Average I 3 4.50 04/03/1998 28 145420 1 4 4.50 04/03/1998 28 137390 Average Note: Uncompacted soil was placed at lines 5 & 6, D-E. AC This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the x~ 01AK Page 1 of 6 .97 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/06/1998 Business Center II e Rd. & Lakeshore Dr. Texas 'ed field test and cast BATCH TIME: 4:15 am ack Farris ONCRETE: 60 F :X NO: 651906 IT WEIGHT (pc0: N/A CUMULATIVE YARDS: 50 COMPRESSIVE STRENGTH (psi) 3590 3660 3630 5140 4860 5000 FRACTURE TYPE [ttcn approval of I-IBC Engineering, Inc. CONCRETE COMPRr'SSIVE STRENGTH Date of Service: 03/06/1998 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 980663' 43-245: Coppell Belt Li~ 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: 22 SPECIFICATION REQUIREMENTS STRENaTH: 4000 psi ~ 28 Days 4" N/A ASTM C-143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: Line 5B, 2 ft. N & 2 ft. E CYLINDER MARKED SET NO. .97 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without thc 01AK Page 2 of 6 2 1 4.50 03/13/1998 7 107590 2 2 4.50 03/13/1998 7 106690 Average 2 3 4.50 04/03/1998 28 150340 2 4 4.50 04/03/1998 28 140780 Average rr WEIGHT (pc0: N/A ~CUMULATIVE YARDS: COMPRESSIVE STRENGTH (psi) 3800 3770 3790 5320 4980 5150 REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 03/06/1998 TIME SAMPLED: 5:20 am BY: 3lack Farris WEATHER CONDITIONS: Cold 1 TEMPERATURE (F) - AIR 37 ~* ~ONCRETE: 60 TRUCKNO: 512 TICm~TNO: 651916 AIR CONTENT (%): N/A PLACEMENT LOCATION: See page I 'ed field test and cast BATCHTIME: 5:00 am 150 FRACTURE TYPE ittcn approval of HBC Engineering, Inc. Business Center II ~e Rd. & Lakeshore Dr. Texas Report Date 04/06/1998 CONCRETE COMPR r SIVE STRENGTH Date of Service: 03/06/1998 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 980663~ 43-2455 Coppell Belt Lit Coppell Services: Obtain smnples of fresh concrete at the placement locations, perform requi compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUeeLIER: Pioneer Concrete PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 4" N/A ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMEh"r DATE: 03/06/1998 TIME SAMPLED: 6:47 am BY: WEATHER CONDITIONS: Cold, ~ TEMPERATURE (F) - AIR 42 F ~ TRUCK NO: 752 TICK AIR CONTENT (%): N/A ur PLACEMENT LOCATION: Sec page I SAMPLE LOCATION: Line 5D, 5 ft. N REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 3 1 4.00 03/13/1998 7 112430 3 2 4.00 03/13/1998 7 106970 Average 3 3 4.00 04/03/1998 28 152350 3 4 4.00 04/03/1998 28 141070 Average At This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the ~a 01AK Page 3 of 6 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 ¸97 Report Date O4/06/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 6:02 am 'ack Farris indy :ONCRETE: 62 F ;TNO: 651926 ITWEIGHT (pcf): N/A ~CUMULATIVE YARDS: 250 COMPRESSIVE STRENGTH (psi) 3980 3780 3880 5390 4990 5190 FRACTURE TYPE itten approval of HBC Engineering, Inc. CONCRETE COMPR 3SIVE STRENGTH Date of Service: 03/06/1998 Report No.: Client No.: 52617000 Project No.: Client: Lincoln Property Company Project: 3300 Lincolu Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 980663' 43-245: Coppell Belt Li~ 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: 22 SPECIFICATION REQUIREMENTS STRENGTm 4000 psi ~ 28 Days 4" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 Pt. nCEME~rr DATE: 03/06/1998 TIME SAMPLED: 7:55 am BY: WEATHER CONDITIONS: Cold, TEMPERATURE (F) - AIR 42 V TRUCK NO: 1805 TICK~ AIR CONTENT (%): N/A u~ PLACEMENT LOCATION: See page I SAMPLE LOCATION: Line 7E CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 4 1 5.00 03/13/1998 7 108680 4 2 5.00 03/13/1998 7 105220 Average 4 3 5.00 04/03/1998 28 157300 4 4 5.00 04/03/1998 28 146440 Average 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 6 ENGINF_.F.~dNG, INC. 8901 Carpenter Frwy. Suite #100 Dallas, Texas 75247 ,97 Report Date O4/O6/1998 Business Center II te Rd. & Lakeshore Dr. Texas 'ed field test and cast BATCH TIME: 7:20 am ack Farris [ndy :ONCRETE: 62 F :.T NO: 651938 IT WEIGHT (pcf): N/A ~CUMULATIVE YARDS: 350 COMPRESSIVE STRENGTH (psi) 3840 3720 3780 5560 5180 5370 FRACTURE TYPE ilten approval of HBC Engineering, Inc. CONCRETE COMPR SIVE STRENGTH TE. Y Date of Service: Client No.: Client: 03/06/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 980663 Project No.: 43-245: Project: Coppel] Belt Li~ 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: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 4" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: Line 5G PROJECT DATA CONCRETE CLASS: 9349 PLACEME~rr DATE: 03/06/1998 TIME SAMPLED: 9:15 am BY: WEATHER CONDITIONS: Cloudy TEMPERATURE (F) - AIR 42 F ( TRUCK NO: 551 TICK AIR CONTENT (%): N/A ur PLACEMENT LOCATION: See page I CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 5 I 4.25 03/13/1998 7 114470 5 2 4.25 03/13/1998 7 117940 Average 5 3 4.25 04/03/1998 28 146720 5 4 4.25 04/03/1998 28 135980 Average Al This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the ~ 01AK Page 5 of 6 ENGINEERING, [NC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/O 6/1998 .97 Business Center II te Rd. & Lakeshore Dr. Texas ~d field test and cast BATCH TIME: N/A 'ack Farris cold :ONCRETE: 60 F ~TNO: 651955 IT WEIGHT (pc0: N/A .~CUMULATIVE YARDS: COMPRESSIVE STRENGTH (psi) 4050 4170 4110 5190 4810 5000 450 FRACTURE TYPE itten approval of HBC Engineering, Inc. CONCRETE COMPRr SIVE STRENGTH Date of Service: 03/06/I 998 Report No.: Client No.: 52617000 Project No.: Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Services: Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples.** CONTRACTOR: CONCRETE SUPPLIER: PLANT: SPECIFICATION REQUIREMENTS STRENC;TH: 4000 psi ~ 28 Days Butler Construction Pioneer Concrete 22 PROJECT DATA ~97 CONCRETE CLASS: 9349 PLACEMENT DATE: 03/06/1998 TIME SAMPLED: 10:57 am BY: J WEAriER CONDITIONS: Cloudy, TEMPERATURE (F) - AIR SLUMP: AIR: TEST METHOD: SAMPLE LOCATION: N/A ASTM C-143 ASTM C- 172 ASTM C-39 Line 4I, 3 ft. N CYLINDER MARKED SET NO. MEASURED SLUMP (inches) 6 1 4.00 6 2 4.00 6 3 4.00 6 4 4.OO Technician: Jack Farris Report Distribution: (I) Lincoln Property Company (l) Butler Construction ( I ) O'Brieu & Associates (l) AECC, Inc. TRUCK NO: 806 AIR CONTENT (%): N/A PLACEMENT LOCATION: See page ! 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 REPORT OF TESTS MAXIMUM DATE AGE LOAD TESTED (days) (lbs. force) 03/13/1998 7 100810 03/13/1998 7 102420 Average 04/03/1998 28 128910 04/03/1998 28 135130 Average 980663! 43-245; Coppell Business Center II Belt Lit e Rd. & Lakeshore Dr. Coppell Texas ed field test and cast BATCH TIME: 10:10 am ack Farris cold 42 F CONCRETE: 65 F TICK] UN Started: 3:00 am Finished: 12:30 I--~ (l) City ofCoppell/BIdg. Insp. (I) City of Coppcll/Constr. Insp. :TNO: 651977 IT WEIGHT (pcl): N/A CUMULATIVE YARDS: COMPRESSIVE STRENGTH (psi) 3560 3620 3590 4560 4780 4670 :~ugene Harbour vice President Report Date 04/06/1998 A( This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the w 540 FRACTURE TYPE Ien approval of HBC Engineering, Inc. 01AK Page 6 of 6 CONCRETE COMPRr'SSIVE STRENGTH TE,e'w Date of Service: 03/05/1998 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 980657 43-245~ Coppell Belt Lin Coppel[ 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: 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: 03/05/1998 TIME SAMPLED: 11:17 am BY: [ WEATHER CONDITIONS: Cloudy, TEMPERATURE (F) - AIR 68 F C TRUCK NO: 858 TICK[ AIR CONTENT (%): N/A UN PLACEMENT LOCATION: Piers on Building C SAMPLE LOCATION: 7-0.9, 7-0.5, 7-0, 7-N.6 REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 1 1 6.25 03/12/1998 7 104810 1 2 6.25 03/12/1998 7 108100 Average 1 3 6.25 04/02/1998 28 123250 I 4 6.25 04/02/1998 28 119300 Average Note: 3500 psi mix is required; 4000 psi mix used. Technician time on report 9806577. A£ Technician: Brian Otis Report Distribution: Started: Finished: 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 .97 Report Date 04/06/1998 Business Center II ~ Rd. & Lakeshore Dr. Texas ed field test and cast BATCHTIME: 10:18 am ;rian Otis windy DNCRETE: 70 F TNO: 651812 ~T WEIGHT (pcO: N/A CUMULATIVE YARDS: COMPRESSIVE STRENGTH (psi) 3710 3820 3770 4360 4220 4290 10 FRACTURE TYPE ., Eng~c. (I) Lincoln Property Company (1) City of Coppell/Bldg. lnsp. Iug arbour I ) Butler Construction (1) City of Coppell/Constr. lnsp. ~ ( (i) O'Brien & Associates Vice President (I) AECC, Inc. This report is exclusively fur the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. 01AK Page I of 1 Certificate of Calibration The scales listed below (or on atlached listl have been check weights sealed by Texas Department of Agriculture Metrolog¥ Labo reference number A-000007841. The Standards of Texas Department of Agriculture are the National Institute of Standarsds and Technology through NIST 39569, 40093, 179355, 241548 and 251996. Scales listed have been calibrated to ·/'/ of on this date of fi-'7- a/c~ . Scales are the And are located at i~'.~L-'~ c.I ~F_ ~ ~ with test under traceable to numbers % of SCALE SERIAL SCALE SERIAL NO. SCALE SERIAL NO. SCALE SERIAL NO. SCALE SERIAL NO. SCALE SERIAL NO. ,nspectedby: ,~. ~ ~ Licenses No. ~7 ~ _~ .7 ~c~ i ~-~ ~' ~ GARY KINCAID SCALE CO. 118 INDUSIRIAL DR. FORNEY, TX 75126 972-564-2685