St Ann Catholic-LR001030· CONCRETE COMPRE SSIVE STRENGTH TES.
a division of ]~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/19/2000 Report No.: 0027290 Report Date
10/30/2000
Client No.: 2310 Project No.: 94001152
Client: St. Ann's Catholic Community Project: St. Anffs 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
CONTILa, CTOR: Centex Construction MIX I.D.: 9507
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 10/19/2000 BATCIt TD, IE: 3:45am
PLANT: 41 TIME SAMPLEI): 4:30am nY: Darin Mathis
SPECIFICATION RI-:QUIREMENTS WEATIIER CONDITIONS: Clear
STR~NaT}I: 4000 psi @ 28 Days TEMPEIraTVR~ (F)- AIR 62 l: CO.~Cm~TE: 75 l:
SLUMP: 5.0" Max 'r~tCCK NO: 643 'rlC~X ~'O: 2763728
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGIIT (pcB: N/A
TEST METHOD: ASTM C- 143 PLACEME.N~r LOCATION:
Level I, building pad (east wing) A to C.4 & ? to 10.5:N.2 to S, 7.5 to 9
ASTM C-172
ASTM C-39
SAMPLE LOCATION: A-8
REPORT OF TESTS ACCUMULATIVE YARDS: 100
CYLINDER MEASURED MAXIMU,%I COMPRESSIVE
MARKED SLUI~IP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 5.00 10/23/2000 4 99390 3510
I 2 5.00 10/26/2000 7 111050 3930
I 3 5.00 10/26/2000 7 120960 4280
Average 4110
1 4 5.00 11/16/2000 28
1 5 5.00 11/16/2000 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 6
· Report No.: 0027290
Note: Contractor requested early breaks on Sets 1, 3 and 5.
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 2 of 6
'CONCRETE COMPRESSIVE STRENGTH TES l
a di~,'ision of'l~fl'-~l~fl
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: I0/I9/2000 Report No.: 0027290 Report Date
10/30/2000
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
CO.X~rRACTOR: Centex Construction MIX I.D.: 9507
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 10/19/2000 BATCII TIME: 5: 15am
PI~rr: 41 TIME SAMPLED: 5:45am BY: Darin Mathis
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 4000 psi @ 28 Days TEMPEI~Tt~mi (F)- AIR 62 ~ CO,CreaTE: 76 ~:
SLtmlP: 5.0" Max TRt~CK NO: 454 TICmiT NO: 2763798
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
SAMPLE LOCATION: B-8.5
REPORT OF TESTS ACCUMULATIVE YARDS: 200
CYLINDER MEASURED l~tS, XBIL'M COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 ! 5.00 10/26/2000 7 114420 4050
2 2 5.00 10/26/2000 7 117760 4160
Average 4110
2 3 5.00 11/16/2000 28
2 4 5.00 11/16/2000 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 3 of 6
· CONCRETE COMPRLoSIVE STRENGTH TEL"
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/19/2000 Report No.: 0027290 Report Date
10/30/2000
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 SL'PPLIER: TXI PI.ACEMENT DATE: 10/19/2000 BATCII TIME: 6:45am
PLAN-T: 41 TIME SAMPLEI): 7:30am BY: Darin Mathis
SPECIFICATION REQUIREMENTS WEATItER CONDITIONS: Clear
STRENGTH: 4000 psi @ 28 Days TEMPEIL4,TURE (F)- AIR 62 F CONCRETE: 78 E
SL~*IP: 5.0" Max TRUCK NO: 804 TICKET NO: 2763905
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGIIT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: S-8.5
REPORT OF TESTS ACCUMULATIVE YAR S: 310
CYLINDER MEASURED ~L~kXI~IL'bl COMPRESSIVE
I~LSsRKED SLL~vIP DATE AGE LOAD STRENGTH FIL4.CTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 5.00 10/23/2000 4 94790 3350
3 2 5.00 10/26/2000 7 116470 4120
3 3 5.00 10/26/2000 7 117260 4150
Average 4140
3 4 5.00 11/16/2000 28
3 5 5.00 11/16/2000 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 4 of 6
'CONCRETE COMPRI , SIVE STRENGTH TES..
a division of lrL:'fl-'~gaarl
8901 Carpenter Frwy., SuRe #100
Dallas, Texas 75247
Date of Service: 10/19/2000 Report No.: 0027290 Report Date
10/30/2000
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: Cen[ex Construction MIX I.D.: 9507
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 10/19/2000 BATCII TIME: 8:55am
PLANT: 41 TIME SAMPLED: 9'30am BY: Darin Mathis
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 4000 psi @ 28 Days TEMPERAI1JRE (Fl- AIR 65 F COXCRETE: 80 F
SLUMP: 5.0" Max TRUCK NO: 804 TICKET NO: 2764203
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGIIT (pcfl: N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: N.2,8
REPORT OF TESTS ACCUMULATIVE YARDS: 430
CYLINDER MEASURED MAXE~IL~-I COMPRESSIVE
IYLS, RKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 5.00 10/26/2000 7 113300 4010
4 2 5.00 10/26/2000 7 114090 4030
Average 4020
4 3 5.00 11/16/2000 28
4 4 5.00 11 / 16/2000 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 5 of 6
'CONCRETE COMPRESSIVE STRENGTH TES.'
ENGLNEE, RING, INC.
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/19/2000 Report No.: 0027290 Report Date
10/30/2000
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: 10/19/2000 BATCHTI3LE: 9:30am
PLANT: 41 TI3,-IE SAMPLED: 10:00am BY: Darin Mathis
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTII: 4000 psi @ 28 Days TEMPERATURE (F)- AIR 67 F CONCRETE: 85 F
SLtn~IP: 5.0" Max TRUCK NO: 807 TICKET NO: 2764279
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGIIT (pcf}: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Q9,8.5
REPORT OF TESTS ACCL*-IULATIVE YAm)S: 450
CYLINDER MEASURED *IAXIMUM COMPRESSIVE
MARKED SLL,'~'IP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 1 5.00 10/23/2000 4 79140 2800
5 2 5.00 10/26/2000 7 111280 3940
5 2 5.00 10/26/2000 7 113370 4010
Average 3980
5 3 5.00 11/16/2000 28
5 4 5.00 11/16/2000 28
Technician: Darin Mathis Started: 3:00am Finished: 10:30am ~/~41~'~i
Report Distribution: 'neering, Inc.
(1) St. Ann's Catholic Community (I) Datum Engineering. Inc.
(1) Centex Construction (I) City of Coppell Eric J. Cleveland, P.E.
(1) 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 Engineering, Inc.
01LL Page 6 of 6