St Ann Catholic-LR001013 a di,.ision of'l~wracxm
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/13/2000 Report No.: 0023946 Report Date
10/13/2000
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.: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 09/13/2000 BATCH TIME:
PLANT: 41 TIME SAMPLED: I .'50p BY: Roy Montgomery
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F)-AIR 90 F COb'CRETE: 90 r
SLUMP: 3-5" TRUCK N'O: 937 TICKET NO: 2733626
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
TEST METItOD: ASTM C- 143 PLACEMENT LOCATION':
Grade Beams at line 4.7, lines A-B; line 10.5. lines Y-A; line A, lines 8.4-10..5; line Y,
ASTM C-172 lines 8.8-10.5; line X, lines 7-8.8; line 7, lines X-A; line A, lines 8.4-4.7 and line B, lines
ASTM C-39 4.3-6.8
SAM. PLE LOCATION: Grid line B/4.5
REPORT OF TESTS ACCL~iULATIVE YARDS:
CYLINDER MEASURED MAX~IUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 I 5.50 09/20/2000 7 99940 3530
1 2 5.50 09/20/2000 7 102280 3620
Average 3580
1 3 5.50 10/11/2000 28 132750 4690
I 4 5.50 10/11/2000 28 133130 4710
Average 4700
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 COMPRk SIVE STRENGTH
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/13/2000 Report No.: 0023946 Report Date
10/13/2000
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.: 8205 "
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 09/13/2000 BATCHTIME: 3:08p
PLA~rr: 41 TIME SAMPLED: 3:50p BY: Roy Montgomery
SPECIFICATION REQUIREMENTS WEATHER coNa)rrloNs: Clear
STREN(;TH: 4000 psi @ 28 Days TEMPERATURE (~- AIR 90 F COts'CRETE: 91 F
SLUMP: 3-5" TRUCK NO: N/A TICKET NO: N/A
AIR: N/A AIR CONTENT (%): N/A UNiT WEIGHT (pc0: N/A
TEST METIIOD: ASTM C-143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Grid line A/9
REPORT OF TESTS ACCUMULATIVE YARDS: 100
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 6.00 09/20/2000 7 97170 3440
2 2 6.00 09/20/2000 7 92280 3260
Average 3350
2 3 6.00 10/11/2000 28 112630 3980
2 4 6.00 10/! 1/2000 28 114660 4050
Average 4020
Technician: Roy Montgomery Started: 12:00p Finished: 4:30p ~~Eng'
Report Distribution: lneerlng,' Inc.
(1) St. Ann's Catholic Community (1) Datum Engineering, Inc.
(!) Centex Construction (1) City of Coppell Eric J. Cleveland, P.E.
(I) City of Coppell Senior Project Engineer
(1) 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 En~n~ering, Inc.
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