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Alford Media-LR 980123GEOTECHNICAL AND G J~J I'-I I I p ENVIRON Ifll-'NtAi CONSULtants REPORTED TO: CONCRETE CYLINDER TEST REPORT Alford Media State Road Coppell, Texas Bullard Construction P.O. Box 585 Addison, Texas 75244 ATTN: Mr. Ron Pearson REPORT NO. 19 REG PROJECT NO. 3855 SAMPLE DATE: 01-23-98 TECHNICIAN: F. Steadman CONTRACTOR: Bullard Construction Location of Sample 1 Paving: 50 ~ ~ ~)'J~ ~'f NW Bldg. Corner 40/90 J Design Information J 1 redi Mix 915 . 3000 J Test Results 1 8383 02-04-98 7 121990 4320 8383 02-25-98 28 147470 5220 8383 02-25-98 28 150320 5320 5270 8383 Hold Cylinder Data 1 8383 4.50 48 65 4.0 9:35 AM 17370 J Distribution: (1) Bullard Construction/ Mr. Ron Pearson (1) Alford Media/Mr. Tom Alford and Mr. Steve Alford (1) Batten Architects/Mr. Mike Batten Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith E. Atkins KEA/sa 2424 STUTZ DP.., SUITE400 ·DALLAS, TX75235 · TEL[214] 350 5600 · FAX[214] 350 0019 ~ .,q~:E a I EI-1I:~ I ni~:ERIl--II:~ GEOTECHNICAL AND ~ JJJiJ r'l U j:ma ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Alford Media State Road Coppell, Texas REPORTED TO: Bullard Construction P.O. Box 585 Addison, Texas 75244 ATTN: Mr. Ron Pearson REPORT NO. 17 REG PROJECT NO. 3855 SAMPLE DATE: 01-23-98 TECHNICIAN: F. Steadman CONTRACTOR: Bullard Construction Location of Sample 1 Paving: 100'N, 100'E of NW Bldg. Corner 80/200 2 Paving: 100'N, 10'E of NW Bldg. Corner 160/200 Design Information 1 Redi Mix 916 3000 2 Redi Mix 916 3000 Test Results 1 8262 01-30-98 7 98630 3490 8262 02-20-98 28 151790 5370 8262 02-20-98 28 149390 5290 5330 8262 Hold 8263 01-30-98 7 102700 3630 8263 02-20-98 28 136100 4820 8263 02-20-98 28 138810 4910 8263 Hold 4870 Cylinder Data 1 8262 4.25 48 54 5.3 10:10 AM 17171 2 8263 4.00 49 59 3.0 1:20 PM 17204 2424 STUTZ DR. · SUITE 400 · DALLAS, TX75235 , TEL[214] 350 5600 · FAX[214] 350 0019 GEOTECHNICAL AND ENVIP. ONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Alford Media State Road Coppell, Texas REPORTED TO: Bullard Construction P.O. Box 585 Addison, Texas 75244 ATTN: Mr. Ron Pearson REPORT NO. 18 REG PROJECT NO. 3855 SAMPLE DATE: 01-23-98 TECHNICIAN: F. Steadman CONTRACTOR: Bullard Construction Location of Sample J 1 Paving: 35 N, 25 E of NW Bldg. Corner 6(~/'i00 Design Information I 1 Redi Mix 915 4000 Teat Results 1 8264 01-30-98 7 89970 3180 8264 02-20-98 28 116900 4140 8264 02-20-98 28 114100 4040 4090 8264 Hold Cylinder Data J J I 8264 3.75 49 57 3.1 3:35 PM 17222 Distribution: (1) Bullard Construction/ Mr. Ron Pearson (1) Alford Media/Mr. Tom Alford and · Mr. Steve Alford (1) Batten Architects/Mr. Mike Batten Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith E. Atkins KEA/sa 2424 STUTZ DR.. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 GEOTECHNICAL AND ENVIRON f"IENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Alford Media State Road Coppell, Texas REPORTED TO: Bullard Construction P.O. Box 585 Addison, Texas 75244 ATTN: Mr. Ron Pearson REPORT NO. 19 REG PROJECT NO. 3855 SAMPLE DATE: 01-23-98 TECHNICIAN: F. Steadman CONTRACTOR: Bullard Construction Location of Sample 1 Paving: 50'N, 1~'~ ~ NW Bldg. Corner 40i90 J Design Information ] 1 Redi Mix 015 3000 I Test Results I 8383 02-04-98 7 121990 4320 8383 02-25-98 28 8383 02-25-98 28 8383 Hold Cylinder Data ] 1 8383 4.50 48 65 4.0 9:35 AM 17370 Distribution: (1) Bullard Construction/ Mr. Ron Pearson (1) Alford Media/Mr. Tom Alford and Mr. Steve Alford (1) Batten Architects/Mr. Mike Batten Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith E. Atkins KEA/sa 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Alford Media State Road Coppell, Texas REPORTED TO: Bullard Construction P.O. Box 585 Addison, Texas 75244 ATTN: Mr. Ron Pearson REPORT NO. 17 REG PROJECT NO. 3855 SAMPLE DATE: 01-23-98 TECHNICIAN: F. Steadman CONTRACTOR: Bullard Construction Location of Sample 1 Paving: 100'N, 100'E of NW Bldg. Corner 80/200 2 Paving: 100'N, 10'E of NW Bldg. Corner 160/200 Design Information 1 Redi Mix 916 3000 2 Redi Mix 916 3000 Test Results 1 8262 01-30-98 7 98630 3490 8262 02-20-98 28 8262 02-20-98 28 8262 Hold 2 8263 01-30-98 7 102700 3630 8263 02-20-98 28 8263 02-20-98 28 8263 Hold Cylinder Data ........ ~ ................... 8'262 ...... 4'.'~ ............. 48 54 5.3 10:10 AM 17171 2 8263 4.00 49 59 3.0 1:20 PM 17204 2424 STUTZ DR. · SUITE400 ·DALLAS, TX75235 · TEL[214] 350 5600 · FAX[214] 350 0019 GEOTECHNICAL AND [~ F~ ~1 I I F:~ ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Alford Media State Road Coppell, Texas REPORTED TO: Bullard Construction P.O. Box 585 Addison, Texas 75244 ATTN: Mr. Ron Pearson REPORT NO. 18 REG PROJECT NO. 3855 SAMPLE DATE: 01-23-98 TECHNICIAN: F. Steadman CONTRACTOR: Bullard Construction Location of Sample J 1 Paving: 35'N, 25'E of NW Bldg. Corner 60/100 Design Information [ 1 Redi Mix 915 4000 Test Results 1 8264 01-30-98 7 89970 3180 8264 02-20-98 28 8264 02-20-98 28 8264 Hold Cylinder Data I 8264 .. :3.75 4~ 57 3.1 3:35 PM 17222 Distribution: (1) Bullard Construction/ Mr. Ron Pearson (1) Alford Media/Mr. Tom Alford and Mr. Steve Alford (1) Batten Architects/Mr. Mike Batten Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith E. Atkins KEA/sa 2424 STUTZ DP,. · SUITE 400 I DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019