St Ann Catholic-LR001016'CONCRETE COMPR -3SIVE STRENGTH TEL"' TM
a division of'l~n'tacrm
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/05/2000 Report No.: 0025993 Report Date
10/16/2000
Client No.: 2310 Project No.: 94001152
Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church
Attn: Monsignor Kilian Broderick 180 Samuel Boulevard
180 Samuel Boulevard
Coppell TX 75019 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Centex Construction MIX I.D.: 9507
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 10/05/2000 BATCH TIME: 3:14am
PLA~rr: 41 TrMESAMPLED: 3:45am BY: GregDimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 4000 psi @ 28 Days X~MPERATVRE (F) - AIR 79 g CONCRETe: 82 V
SL~IP: 5.0" Max TgVCK NO: 39 TICKET NO: 2752620
AIR: N/A AIR co~x~rE~-r (%): N/A UNIT WEIGHT (pcO: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Elevated deck ground level, F.5-K.5/11.6-15.6 & A-F/6.8-11.4
ASTM C-172
ASTM C-39 Sampled from truck.
SAMPLE LOCATION: 1.5/12
REPORT OF TESTS ACCUMULATIVE YARDS: l0
CYLINDER MEASURED blAXD, IUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 4.50 10/08/2000 3 108160 3820
1 2 4.50 10/12/2000 7 144020 5090
1 3 4.50 10/12/2000 7 145590 5150
Average 5120
I 4 4.50 11/02/2000 28
1 5 4.50 11/02/2000 28
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.
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CONCRETE COMPRCSIVE STRENGTH TEL-' _
E lXC_,I N F_~F. RI~, I NC.
a division ofl~--~lall
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/05/2000 Report No.: 0025993 Report Date
10/16/2000
Client No.: 2310 Project No.: 94001152
Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church
Attn: Monsignor Kilian Broderick 180 Samuel Boulevard
180 Samuel Boulevard
Coppell TX 75019 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Centex Construction Mix I.D.: 9507
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 10/05/2000 BATCH TIME: 4:25am
PLANT: 41 TIME SAMPLED: 4:45am BY: Greg Dimock
SPECIFICATION' REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F)- AIR 78 V CONCRETE: 82 F
SLLmfP: 5.0" Max TRUCK NO: 474 TICKET NO: 2752678
AIR: N/A AIR CoN-rENT (~): N/A UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
See page !
ASTM C- 172
ASTM C-39 Sampled from truck.
SAMPLE LOCATION: Fl14
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLLrMp DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 i 4.25 10/08/2000 3 97810 3460
2 2 4.25 10/12/2000 7 121110 4280
2 3 4.25 10/12/2000 7 119860 4240
Average 4260
2 4 4.25 11/02/2000 28
2 5 4.25 11/02/2000 28
This report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page 2 of 4
CONCRETE COMPRL, SIVE STRENGTH TEE
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 10/05/2000 Report No.: 0025993
10/16/2000
Client No.: 2310 Project No.: 94001152
Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church
Attn: Monsignor Kilian Broderick 180 Samuel Boulevard
180 Samuel Boulevard
Coppell TX 75019 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
coNTgnc~oR: Centex Construction MIX I.D.: 9507
CONCRETE SUPPLIER: TXI PLACEMENT OnTE: 10/05/2000 BATCH T~m: 5:49am
PLANT: 41 TII~fESAMPLED: 6:25am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (~3- AIR 76 F CONCRETE: 82 F
SLt~U': 5.0" Max TRUCK NO: 37 TICIC~T r~O: 2752785
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGIIT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACESmNT LOCATION:
See page 1
ASTM C-172
ASTM C-39 Sampled from truck.
SAMPLE LOCATION: D/7
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLIaNDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 5.00 I0/12/2000 7 112320 3970
3 2 5.00 10/12/2000 7 120340 4260
Average 4120
3 3 5.00 11/02/2000 28
3 4 5.00 11/02/2000 28
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.
01LL Page 3 of 4
'CONCRETE COMPR _$SIVE STRENGTH TE /'
a division ofl~ff-~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/05/2000 Report No.: 0025993 Report Date
10/16/2000
Client No.: 2310 Project No.: 94001152
Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church
Attn: Monsignor Kilian Broderick 180 Samuel Boulevard
180 Samuel Boulevard
Coppell TX 75019 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Centex Construction MIX I.D.: 9507 "
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 10/05/2000 BATCH TIME: 7:15am
PLANT: 41 TIME SAMPLED: 7:35am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F)- AIR 76 F CONCRETE: 83 }'
SLUMP: 5.0" Max TRUCK NO: 716 TICKET NO: 2752927
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page I
ASTM C- 172
ASTM C-39 Sampled from truck.
SAMPLE LOCATION: B/10.5
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 4.75 10/12/2000 7 115910 4100
4 2 4.75 10/12/2000 7 117320 4150
Average 4130
4 3 4.75 11/02/2000 28
4 4 4.75 11/02/2000 28
Technician: Greg Dimock Started: 2:00am Finished: 9:00am ~e
Report Distribution: ' ring, Inc.
(!) St. Ann's Catholic Community (I) Datum Engineering, Inc.
(I) Centex Construction (I) City of Coppell Eric J. Cleveland, P.E.
(I) City of Coppell Senior Project Engineer
(I) Alliance Architects
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.
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