St Ann Catholic-LR001026COI ICRETE COMPRL ,SIVE STRENGTH TEL .'
a division ofl~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/26/2000 Report No.: 0025062 Report Date
10/26/2000
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: 09/26/2000 }~n'rcn TIblE: 3:1 lam
PLANT: 41 TIME SAMPLED: 3:35am BY: GregDimock
SPECIFICATION REQUIREMENTS WEAIHER CONOITIO.~S: Clear
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F)- AIR 56 F CONCRETE: 71 F
SLtrMp: 5.0" Max TRUCK NO: 474 TICKET NO: 2743143
AIR: N/A AIR CONTENI {%): N/A UNIT WEIGI1T (pcO: N/A
TEST METIIOD: ASTM C-143 PLACEMENT LOCATION:
Elevated slab, ground level C-Q/16-20
ASTM C-172
ASTM C-39
SAMPLE LOCATION: D/I 7
REPORT OF TESTS ACCU3,1ULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIYE
MARKED SLLrMP DATE AGE LOAD STRENGTII FIL4,CTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I I 5.75 09/30/2000 4 76360 2700
1 2 5.75 10/03/2000 7 l 13900 4030
I 3 5.75 10/24/2000 28 153550 5430
1 4 5.75 10/24/2000 28 153770 5440
Average 5440
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 5
CONCRETE COMPR;JSSIVE STRENGTH TEL £
ENGL\'EERL~G, I.NC.
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/26/2000 Report No.: 0025062 Report Date
10/26/2000
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: 09/26/2000 BATCH TIME: 4:36am
PLANT: 41 TIME SAMPLED: 5:50am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEAl'HER CONDITIONS: Clear
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F)-AIR 55 F CONCRETE: 72 F
SLCrMp: 5.0" Max TRUCK NO: 643 TICKET NO: 2743212
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: F.2/17.5
REPORT OF TESTS ACCUMULATIVE YARDS: l0
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 6.00 09/30/2000 4 84550 2990
2 2 6.00 10/03/2000 7 110800 3920
2 3 6.00 10/24/2000 28 155420 5500
2 4 6.00 10/24/2000 28 159510 5640
Average 5570
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 COMPR,-$SIVE STRENGTH £
a divi.*ion
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/26/2000 Report No.: 0025062 Report Date
10/26/2000
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
CON'tRACTOR: Centex Construction MIX I.D.: 9507
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 09/26/2000 BATCH TIME: 6:04am
PLANT: 4 1 TIME SAMPLED: 6:25am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATItER CONDITIONS: Clear
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F)- AIR 52 g CONCRETE: 71 F
SLUMP: 5.0" Max TRUCK NO: 803 TICKET NO: 2743305
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: J/l 7.5
REPORT OF TESTS ACCCLMIJLATIVEYARDS: 10
CYLINDER MEASURED MAXLMU3I COMPRESSIVE
MARKED SLU3,1P DATE. AGE LOAD STRENGTH F1Lz, CTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 6.00 09/30/2000 4 68680 2430
3 2 6.00 10/03/2000 7 105610 3730
3 3 6.00 10/24/2000 28 144630 5110
3 4 6.00 10/24/2000 28 146420 5180
Average 5150
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 5
' CONCRETE COMPR, 3SIVE STRENGTH TE . £
~NGINEERLNG, L. NU.
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/26/2000 Report No.: 0025062 Report Date
10/26/2000
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: 09/26/2000 BATCH TIME: 8:04am
PLANT: 41 TIME SAMPLED: 8:45am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F)-AIR 58 V CONCRETE: 72 ~'
SLt~IP: 5.0" Max TRUC~: NO: 643 TIC~CET NO: 2743530
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcO: NN/A
TEST M~rHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: M/19.5
REPORT OF TESTS ACCUMULATIVE YAROS: 10
CYLINDER MEASURED ~La. XI3-1U3-1 COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 5.50 09/30/2000 4 135890 48 i0
4 2 5.50 10/03/2000 7 137000 4840
4 3 5.50 10/24/2000 28 162110 5730
4 4 5.50 10/24/2000 28 165310 5850
Average 5790
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 4 of 5
cONCRETE COMPRLSSIVE STRENGTH TEL £
a division of]~'~t3~l
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/26/2000 Report No.: 0025062 Report Date
10/26/2000
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: 09/26/2000 BATCII TLX-m: 9: 17am
PLAN~r: 41 TIME SAMPLED: 9:40am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATItER CONDITIONS: Clear
STRENGTH: 4000 psi @ 28 Days TEMPV. RATURE (F)- AIR 73 F CONCRETE: 74 F
SLUMP: 5.0" Max TRUCK NO: 803 TICKET NO: 2743707
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGIIT (pc/): N/A
TEST METIIOD: ASTM C-143 PLACEMENT LOCATION:
See page I
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: P/16.3
REPORT OF TESTS ACCCqMULATIVE YARDS: l0
CYLINDER MEASURED ~L~XIML.~I COMPRESSIVE
MARKED SLU3iP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 I 6.00 09/30/2000 4 78400 2770
5 2 6.00 10/03/2000 7 109100 3860
5 3 6.00 10/24/2000 28 143610 5080
5 4 6.00 10/24/2000 28 145550 5150
Average 5120
Technician: Greg Dimock Started: 2:00am Finished: l:30pm
Report Distribution: ~' eering, Inc.
(1) St. Ann's Calholic Community (I) Datum Engineering, Inc.
(1) Centex Construction (I) City of Coppell Eric 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.
0ILL Page 5 of 5
CONCRETE COMPRL SIVE STRENGTH TEL .'
a division of l~r~-~con
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/26/2000 Report No.: 0025122 Report Date
10/26/2000
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 l.D.: 8273
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 09/26/2000 BATCII TIME: 10:49am
PLANT: 41 TIME SAMPLED: I l:30am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTIt: 3500 psi @ 28 Days TEMPERATURE (F)- AIR 77 V CONCRETE: 80 F
SLUMP: 5.0" Max TRUCK NO: 927 TICKET NO: 2743887
AIR: 3-5% AIR CONTENT (%): 4.0 UNIT WEIGHT (per): NIA
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Paving- fire lane at south side of existing building
ASTM C- 172
ASTM C-39 Sampled from truck,
Technician Time: See Report #0025062
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXLMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FIL&CTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I I 4.75 10/03/2000 7 99750 3530
1 2 4.75 10/03/2000 7 98430 3480
Average 3510
I 3 4.75 10/24/2000 28 140390 4960
I 4 4.75 10/24/2000 28 143390 5070
Average 5020
Sample location: From SE corner of building, 35'S x !0' W~ ~C
Technician: Greg Dimock Started: Finished:
Report Distribution: '
(I) St. Ann's Catholic Community (1) Datum Engineering, Inc.
(1) Centex Construction (I) CiB, of Coppell Eric J. Cleveland, P.E.
(l) 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 1 of 1