St Ann Catholic-LR000614 CONCRETE COMPRE ,SIVE STRENGTH TES..
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 752,47
Date of Service: 06/05/2000 Report No.: 0014671 Report Date
06/14/2000
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 Mm I.D.: 8272
CONCRETE SUPPLIER: TXI PLACE.~IENTDATE: 06/05/2000 BATCHTlblE: 7:53am
PLAWY: 41 TIME SAMPLED: 8:40am BY: Eddie Elrod
SPECIFICATION' REQUIREMEN-I'S WEATHER CO~-OITIONS: Cloudy
STRENGTI~: 3000 psi @ 28 Days TEIVn'ERATUP,~ (F) - AIR 75 t: COt~'CRETE: 86
sLtr~n,: 5.0" Max TmJCK ~O: 927 ~CKET.~O: 2653623
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMEN"r LOCATION:
Paving
ASTM C- 172 (See attached sketch)
ASTM C-39
SAMPLE LOCATION: See placement location
REPORT OF TESTS ACC[.r mr YARDS: 10
CYLINDER MEASURED MAXIMUM CO~tPRESSIVE
MARKED SLL3fP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I I 5.25 06/08/2000 3 95550 3380
I 2 5.25 06/12/2000 7 107750 3810
I 3 5.25 07/03/2000 28
1 4 5.25 07/03/2000 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.
0ILL Page 1 of 3
CONCRETE COMPREoSIVE STRENGTH TES
a division of]~taman
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06/05/2000 Report No.: 0014671 Report Date
06/14/2000
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 Mm I.D.: 8272
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 06105/2000 BATCH T~: 9:31am
PLA.~r: 41 T~IE SAMPLED: 10:35am aY: Eddie Elrod
SPECIFICATION REQUIRE.'~IENTS WEATHER CONDITIONS: Clear
STRESGTH: 3000 psi @ 28 Days TESU,ERATtJRE (F). AIR 82 F CONCRETE: 80 F
SL~'~U': 5.0" Max TRUCK NO: 58 TICra~T NO: 2653726
AIR: N/A AIR CONTE~xrr (%): N/A UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
AST,M C-172
ASTM C-39
SAMPLE LOCATION: See page I
REPORT OF TESTS ACCLqVIULATIVE YARDS: 110
CYLINDER MEASURED MAX~CU~I COMPRESSIVE
.MARKED SLL~I3P DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 5.50 06/08/2000 3 82020 2900
2 2 5.50 06/12/2000 7 96270 3400
2 3 5.50 07/03/2000 28
2 4 5.50 07/03/2000 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 2 of 3
CONCRETE COMPREoSIVE STRENGTH TE£
a division of~Fllfr=~gl~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06/05/2000 Report No.: 0014671 Report Date
06/14/2000
Client No.: 2310 Project No.: 94001152
Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church
Atm: 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 Mm LD.: 8272
CONCRETE SUPPLiXR: TXI PLACV. MEN'r DATE: 06/05/2000 BATCHTmm: 10:24am
PLANT: 41 TE.MESAMPLED: ll:50am BY: Eddie Elrod
SPECII:ICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEStPERATURE (lq- AIR 83 F CONCRETE: 86 F
SLC~n': 5.0" Max Tm.TCK SO: 642 TICKET NO: 2653772
AIR: N/A AIR CONTE."cr (%): N/A ~IX W~iGlrr (pm: N/A
TEST METHOD: ASTM C- 143 PLACEMEN'F LOCATION:
See page l
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See page I
REPORT OF TESTS . CCCMt-_ TIw YAm)S: 170
CYLINDER NfKASURED MAXI3,1L ~'M COMI~RESSIVE
MARKED SLL.WIP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 5.50 06/08/2000 3 70830 2500
3 2 5.50 06/12/2000 7 86330 3050
3 3 5.50 07/03/2000 28
3 4 5.50 07/03/2000 28
Technician: Eddie Elrod Started: 6:00am Finished: 2:00pm
Report Distribution: C
(I) St. Ann's Catholic Community (1) Datm-n Engineering, Inc.
(1) Centex Construction (1) City of Coppell
(1) 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.
01LL Page 3 of 3