St Ann Catholic-LR001212CONCRETE COMPRV SIVE STRENGTH TE?
ENGINEERING,
a division of
8901 Carpenter Fr~.'., Suite #100
Dalla% Texas 7~247
Date of Service: 12/01/2000 Report No.: 0031293 Report Date
12/12/2000
Client No.: 2310 Project No.: 94001152
Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church
Attn: Monsignor Kilian Brod6rick 180 Samuel Boulevard
180 Samuel Boulevard
Coppell TX 75019 Coppell, Texas
Services: Obtain samples of fresh concrete at thc placement locations, perform required field test and cast compressive
strength samples.
PROJECT DATA
CONT~,~CrOR: Centex Construction s;Ix i.rz: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 12/01/2000 BATCti TreE: 5:00am
PLA. NT: 41 IIMESA.MPLED: 5:35am m': Ervin Farris
SPECIFICATION REQUIREMENTS WEATilER CONDITIONS: Cloudy
STRENgTh: 4000 psi '~: 28 Days TEMPE~n'rCm~ (~-Am 49 ~ coNc~x~: 63
SLt~MP: 5.0" m~x TRUCK NO: 640 X~C~ET TO: 2786370
Am: 3-6% Am ~X~T (%): 3.9 t'~rr xx'r:l~a'r (~0: N/A
TEST M~T~lOO: ASTM C- 143 PLACEMENT I.~ATiON:
S~ctural slab me~ing r~ 1 to 3- B lo R & l~unlain on I .hie 4
ASTM C- 172
ASTM C-39
S.~M PLE I,(~:ATION: 1.5-C
REPORT OF TESTS ACCUMULATIVE YARDS: 30
CYLINDER MEASURED M.~XI.MUM COMPRESSIVE
.~LMIKED SLUMP DATE AGE IA)AD STRENGTII FI~XCFURE
SET NO. (inches) TES~FED (days) (lbs. force) (psi) TYPE
I I 4.75 12/08/2000 7 108280 3830
I 2 4.75 12/08/2000 7 114500 4050
Average 3940
I 3 4.75 12/29/2000 28
I 4 4.75 12/29/2000 28
ReportTechnician: Ervin Farris Distribution: Started: 4:30am Finished: 9:3Oam ~~tg, lnc.
(1) st. Aan's Catholic Communit2y (1) Datum Engineering. Inc.
(1) Centex Construction (1) CiW of Coppell Eric J. Cleveland, P.E.
( 1 ) ciD, of Coppell Senior t'roject Engineer
(I) Alliance Arehiteots
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the v~witlen approval of HBC Engineering, Inc.
0ILL Page I of I
· 'CONCRETE COMP[x SSIVE STRENGTH r
a division of]~lJal~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 11/10/2000 Report No.: 0029425 Report Date
12/12/2000
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 PLACEMEN~F DATE: 11/10/2000 aATCH TIME: 10:36am
PLANT: 41 TIME SAMPLED: 12:15pm aY: Albert Garcia
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTH: 4000 psi @ 28 Days TES-~v. RA~JRE (F)- AIR 60 F CONCRETE: 60 F
SLU~blP: 5.0" Max TRUCK NO: 451 TICKET NO: 2774854
AIR: 3-6% AIR CONTENT (%): 4.6 UNIT WEIGItT (pcB: N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Grade Beams
ASTM C-172 See attached sketch.
ASTM C-39
SAMPLE LOCATION: See placement location
REPORT OF TESTS ACCUI¥1ULATIVE YARDS: 10
CYLIN~)ER MEASURED .MA XI~IIV~,I COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 6.00 11/17/2000 7 79200 2800
1 2 6.00 11/17/2000 7 §7350 3090
Average 2950
I 3 6.00 12/08/2000 28 112870 3990
1 4 6.00 12/08/2000 28 115710 4090
Average 4040
Technician: Albert Garcia Started: l l:30am Finished: l:30pm
Report Distribution: :ring, Inc.
(1) St. Ann's Catholic Community (1) Datum Engineering, Inc.
(1) Centex Construction ( I ) Ci~' of Coppell Eric J. C e~eland, P.E.
(I) City of Coppell Senior Project Engineer
(1) Alliance Architects
This report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without thc written approval of HBC En~neering. Inc.
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