St Ann Catholic-LR000919"CONCRETE COMPR _3SIVE STRENGTH TE
a division ofl[art-~zon
8901 Carpenter Frwy., Suite #I00
Dallan, Texas 75247
Date of Service: 08/31/2000 Report No.: 0022852 Report
Date
09/19/2000
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.: N/A
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 08/31/2000 BATCH TIME: N/A
PLANT: 38 TE%.IE SAMPLED: 6:35am BY: Shane Spinks
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERAiXIRE (F). AIR 81 F CONCRETe.: 79 F
SLU~-fP: 3-5" TRUCK NO: N/A TICKET NO: N/A
AIR: N/A AIR CONTENT (%): 1.9 UNIT WEIGIIT (pcf): N/A
TEST METIIOD: ASTM C-143 PLACEMENT LOCATION:
S lab-on-grade
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 30
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FILz, CTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 N/A 09/07/2000 7 94140 3330
1 2 N/A 09/07/2000 7 97300 3440
Average 3390
I 3 N/A 09/28/2000 28
1 4 N/A 09/28/2000 28
Sample location: 20' N x 10' E of SW corner of slab-on-grade
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 COMPRL.-/SIVE STRENGTH TEL
a division of I~=fr"~ZI~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 08/31/2000 Report No.: 0022852 Report Date
09/19/2000
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.: N/A
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 08/31/2000 BATCH TIblE: N/A
PLANT: 38 TrME SAMPLED: 10:30am aY: Shane Spinks
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny, warm
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 87 F CONCRETE: 85 F
SLLIblP: 3-5" TRUCK NO: N/A TICKET NO: N/A
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMEN'T LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCU*'IULATIVE YARDS: 1 l0
CYLINDER MEASURED MAXIMUM COMPRESSIVE
bLS, RI(ED SLUblP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 6.00 09/07/2000 7 107300 3790
2 2 6.00 09/07/2000 7 105120 3720
Average 3760
2 3 6.00 09/28/2000 28
2 4 6.00 09/28/2000 28
Sample location: 20' S x 10' W of NE corner slab-on-grade
Technician: ShaneSpinks Started: 5:00am Finished: 12:00pm /~~e
Report Distribution: ering, Inc.
(1) St. Ann's Catholic Community (1) Datum Engineering, Inc.
(I) Centex Construction (1) City of Coppell Eri~ 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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