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Northlake 635(3)-LR 98042004/20/98 11:52 FAX 214530707~e~, FAX TRANSMITTAL DA TE: TO: FROM: April 20, 1998 See Below Coppell Business Center II Jamie for Eugene Harbour 2146211370?0 IIBC ENGINEERING Total Pages Including Cover: Mr. Car. y Moon, Lincoln Property .Company Brett w/Butler Construction Mr. 'rom Albrigh_t., O'Brien & Associates AECC, Inc. Mr. I_~e Stone, City of..Coppell/Bldg. Insp. TIME: FAX NO.: PHONE NO.: OFFICE: t Mr. Larry Davis, Cit. y of Cop_pell/Constr. Insp_:. tl~ 7~0-, 817 589-: 97t 788- 972 960- 97~ 304- 97~ 804- if~rmation contaihed in this facsimile message is I~gally privileged and confidential in~ · use of the individual or entity named above. If the reader of this message is not the in mployea or agent responsible to deliver it to the intended recipient, you are hereby notif n, distribution or copying of this communication is strictly prohibited, ff you have receive error, please immediately notify us by telephone and return the original message to us · US Postal service. Thank you:. 001/002 ;ee Below {BC - Dallas b828 7680 3570 marion intended only ' tended recipient, or ed that any dissemi- d this communica- at the address below HOUSTON 2313 W. Sam Houston Pkwy. N. Suite i 07 Houston, Texas 77043 Phone: (713) 722-0700 Fax: (713) 722-0788 DALLAS 8901 Carpenter Freeway Suite 100 Dallas, Texas 75247 Phone: (214) 630-1010 Fax: (214) 630-7070 AUSTIN 3913 Todd Lane Suite 312 Austin, Texas 78744 Phone: (512) 442-1122 Fax: (512) 442-1181 ATLANTA 2470 Windy Hill Rd. Sulm 300 Marietta, Oeorgia 30067 Phone: (770) 618-3055 Fax: (770) 618-3015 04/20/98 11:$2 FAX 2146307070 HBC ENGINEERING CONCRETE COMPRESSIVE STRENGTH TEST Date of Se]wice: 03/24/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No,: 9808036 Project No.: a3-2452- Project: Coppell Belt Lin, Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requir, compressive strength samples.** STRENGTH: SLUMP: Am: TE~I' METI4OD: ¢OnX~nc-t'oa; Butler Construction . CONCRETE SUPPLIER; Pioneer Concrete PCAnT: 27 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days 5" 3-6% ASTM C- 143 ASTM C-172 ASTM C-39 PROJECT DATA CONCaET~ CcASS: 9349 Pt~CZ~Wr OATZ: 03/26/I998 T~ESA~LED: 2:30 pm ~v; ~ ~~ co~mo~S: Cloudy, ~~.Am 79 ~' c ,.- 'r~ucg~o: 486 T~C~ ~CO~ (~): 2.5 ~ P~CE~ LOCA~ON: Pmvlug, mGn ~pm~h b~n Buildin~ B SAMPLE LOCATION; (south) from main REPORT OF TESTS CYLINDER MEASURED MAX[M-LTM MARI~O SLUMP D&TE AGI~ LOAD "~E~ NO. (inches) TESTED (days) (lb-- force) 1 I 6,00 04/02/1998 7 82630 I 2 6.00 04/02/I998 7 80850 Average 1 3 6.00 04/2311998 28 1 4 6.00 04/23/1998 28 Al Note: Mix 9351 is specified; Mix 9349 was used. Subcontractor not content. Technician: Brian Otis Report Distribution: (1) Lincoln Property Company (l) Butler Consu'uction (t) O'Brie~ & Associates (I) AECC. !nc. Start~l: 3:00 pm (1) City of Coppell/BId$. lnsp. ( I ) City of CoppelllConslr. ln.lp. ltinish¢& 5:00 pm 002/002 8901 Carpenter Fray. Suite #I00 DalI~, Texas 75247 Report Date 04/09/1998 )7 3usiness Center II Rd. & Lakeshore Dr. Texas ~'d field t~st and east BATCH TIME: 2:20 pm rian Otis very windy tNCRgTI,'-: 81 F nO: 658798 rrw~Gtrr (ac0: N/A CUMULATIVE YARDS; ~0 COM~RF.~IVI~ STRFaNGTH 292O 2860 2890 ~ied of air Thia ~pO~ iS exclusively tbr thc use of tl~c diem indicated abovc and shall not be r~pmduced except itt full wil~ouc thc Vice Prcside~ niuen a0pmval of HBC Engin~rin~. Inc, 0IAK Page I of I CONCRETE COMPR SIVE STRENGTH Date of Service: 04/10/1998 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 980942~ 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: ! 6 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: D.5-8.5 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DA'n;: 04/10/1998 TIME SAMPLED: 7:55 am BY: WEATHER CONDITIONS: Sunny TEMPERATURE (F} - AIR 66 F TRUCK NO: 654 T~CIO AIR CONTENT (%): N/A UN PLACEMENT LOCATION: Building D slab, D-F & 1-9 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inch.) TESTED (days) (Ibs.~rce) 1 1 5.00 04/17/1998 7 97990 1 2 5.00 04/17/1998 7 92730 Average 1 3 5.00 05/08/1998 28 I 4 5.00 05/08/1998 28 A( 01 This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the wr Page I of 5 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/20/1998 .97 Business Center II ~ Rd. & Lakeshore Dr. Texas ed field test and east BATCH TIME: 7:25 am )amon Elrod ONCRETE: 90 F ;T NO: 702257 IT WEIGHT (per): N/A 'CUMULATIVE YARDS: COMPRESSIVE STRENGTH (psi) 3470 3280 3380 70 FRACTURE TYPE tten approval of HBC Engineering, Inc. CONCRETE COMPRESSIVE STRENGTH TES£ Date of Service: 04/10/1998 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 980942: 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: 16 SPECIFICATION REQUIREMENTS STRENaTn: 4000 psi ~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: E.5-7.5 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 04/10/1998 TIME SAMPLED: 8:55 am BY: WEATHER CONDITIONS: Sunny TEMPERATURE (F) - AIR 67 F TRUCK NO: 841 TICI4 AIR CONTENT (%): N/A US 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 5.50 04/17/1998 7 91020 2 2 5.50 04/17/1998 7 95270 Average 2 3 5.50 05/08/1998 28 2 4 5.50 05/08/1998 28 A( 01 This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the w Page 2 of 5 ¸97 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/20/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCHTIME: 8:33 am )amon Elrod ONCRETE: 96 :Y NO: 640609 IT WEIGHT (pct'): N/A :CUMULATIVE YARDS: COMPRESSIVE STRENGTH (psi) 3220 3370 3300 180 ttcn approval of HBC Engineering, Inc. r-, CONCRETE COMPR , SSIVE STRENGTH TEb f Date of Service: 04/10/1998 Report No.: 980942: Client No.: 52617000 Project No.: 43-245~ .97 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/20/1998 Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Services: SLUMP: AIR: TEST METHOD: Coppell Belt Li~ Coppell Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples.** Butler Construction Pioneer Concrete 16 CONTRACTOR: CONCRETE SUPPLIER: PLANT: SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" N/A ASTM C-143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: E-6.5 Business Center II te Rd. & Lakeshore Dr. Texas ed field test and cast PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 04/10/1998 BATCH TIME: N/A TIME SAMPLED: 9:15 am BY: Ipamon Elrod WEATHER CONDITIONS: Sunny 1 TEMPERATURE (F) - AIR 68 F (~ONCRETE: 96 F TRUCK NO: 760 TICKI~T NO: 640612 AIR CONTENT (%): N/A PLACEMENT LOCATION: See page I REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 3 · 1 5.50 04/17/1998 7 86650 3 2 5.50 04/I 7/1998 7 88200 Average Al IT WEIGHT (pet): N/A :CUMULATIVE YARDS: 220 COMPRESSIVE STRENGTH (psi) 3060 3120 3090 FRACTURE TYPE Iten approval of HBC Engineering, Inc. 3 3 5.50 05/08/1998 28 3 4 5.50 05/08/1998 28 This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the ~ 0t Page 3 of 5 'CONCRETE COMPI SIVE STRENGTH TED Date of Service: 04/10/1998 Report No.: 98094Z 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 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" N/A ASTM C- 143 ASTM C-172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMEnt DATE: 04/10/1998 TIME SAMPLED: 9:55 am BY: WEATHER CONDITIONS: Sunny TEMPERATURE (F} - AIR 70 F TRUCK NO: 728 TIC~ AIR CONTENT (%): N/A v~ PLACEMENT LOCATION: See page 1 SAMPLE LOCATION: E.5-5 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE .AGE LOAD (inches) TESTED (days) (lbs. force) 4 1 6.50 04/17/1998 7 82600 4 2 6.50 04/17/1998 7 85090 Average 4 3 6.50 05/08/1998 28 4 4 6.50 05/08/1998 28 Al 01 This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the ~ Page 4 of 5 ENGINEERII~, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 -97 Report Date 04/20/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 9:43 am )amon Elrod iONCRETE: 100 F ;T NO: 702266 IT WEIGHT (pc0: N/A ~CUMULATIVE YARDS: COMPRESSIVE STRENGTH (psi) 2920 3010 2970 380 FRACTURE TYPE ittcn approval of HBC Engineering, Inc. CONCRETE COMPR r' SIVE STRENGTH Date of Service: Client No.: Client: Services: 04/10/1998 Report No.: 980942 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: 16 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" N/A ASTM C-143 ASTM C-172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 04/10/1998 TIME SAMPLED: 10:05 am BY: WEATHER CONDITIONS: Sunny TEMPERATURE (F} - AIR 72 F TRUCK NO: 853 TICI~ AIR CONTENT (%): N/A U~ PLACEMENT LOCATION: See page I SAMPLE LOCATION: D.5-2.5 CYLINDER MEASURED MARKED SLUMP SET NO. (inches) 5 1 5.50 5 2 5.50 5 3 5.50 5 4 5.50 REPORT OF TESTS DATE TESTED 04/17/1998 04/17/1998 05/08/1998 05/08/1998 MAXIMUM AGE LOAD (~lays) (lbs. force) 7 82830 7 80680 Average 28 28 A( Technician: Damon Elrod Report Distribution: (1) Lincoln Property Company (i) Butler Construction (1) O'Brien & Associates (1) AECC, Inc. Started: 5:00 am (1) City ofCoppell/BIdg. Insp. (I) City of Coppell/Constr. lnsp. Finished: 2:00 pm OI This report is exclusively tbr thc usc of thc client indicated above and shall not bc reproduced except in full without the wri Page 5 of 5 .97 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/20/1998 Business Center II ~e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 9:58 am )amon Elrod ONCRETE: 98 F :T NO: 640632 IT WEIGHT (PC0: N/A ICUMULATIVE YARDS: 470 COMPRESSIVE STRENGTH (psi) 2930 2850 2890 FRACTURE TYPE Xen approval of HBC Engineering, Inc.