St Ann Catholic-LR000829CONCRETE COMPR. $SIVE STRENGTH TE , f
a division ofl~n~s:nn
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/31/2000 Report No.: 0019843 Report Date
08/29/2000
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 MIXI.D.: 9506
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 07/31/2000 BATCH TIME: 8:5 lam
PLANT: 41 TIME SAMPLED: 9:45am BY: Ervin Farris
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE(F)- AIR 86 F CONCRETE: 83 F
SLL%IP: 5-7" TRUCK NO: 714 TICKET NO: 2686256
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGIIT (pcf): N/A
TEST METIIOO: ASTM C- 143 PLACE~X-mNT LOCATION:
Pier information and technician time: See Report 00019842
ASTM C-172
ASTM C-39
SAMPLE LOCATION: K-8.5
REPORT OF TESTS ACCL~IULATIVE YARDS: 10
CYLINDER P&EASURED MAXLM-CM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FP, ACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 6.25 08/07/2000 7 95990 3390
1 2 6.25 08/07/2000 7 99150 3510
Average 3450
I 3 6.25 08/28/2000 28 133300 4710
I 4 6.25 08/28/2000 28 134280 4750
Average 4730
Technician: Ervin Farris Started: Finished: /~~ngin
Report Distribution: eering, Inc.
(!) St. Ann's Catholic Community (1) Datum Enginecring, Inc.
(1) Centex Construction (1) City of Coppcll v E~ic J. Cleveland, P.E.
(1) City of Coppcll Senior Projcct 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.
0ILL Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TE , £
a division oflr~gg--~g~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/31/2000 Report No.: 0019845 Report Date
08/29/2000
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.: N/A
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 07/31/2000 BATCII TitlE: N/A
PLANT: 38 TIME SAMPLED: 4.' 15pm BY: Shane Spinks
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny, warm
STREN~;Tn: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 98 F CONCRETE: 97 F
SLU~iP: 3-5" TRUCK NO: N/A TICKET ~'O: N/A
AIR: N/A AIR CO.~r~.'~ (%): 2.2 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Pier information and technician time: See Report g0019844
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 0-4.2, 0-4.4, 0-4.5
REPORT OF TESTS ACCU'MULATIVE YARDS: 10
CYLINDER MEASURED MAXI~IUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 4.75 08/07/2000 7 86920 3070
I 2 4.75 08/07/2000 7 88770 3140
Average 3110
1 3 4.75 08/28/2000 28 126320 4470
1 4 4.75 08/28/2000 28 123250 4360
Average 4420
Technician: Shane Spinks Started: Finished: /~
Report Distribution: Engineering, Inc.
(I) St. Ann's Catholic Community (1) Datum Engineering. inc.
( I ) Centex Construction ( I ) City of Coppell Eric J. Cleveland, P.E.
(I) Ci~' 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 1 of 1
CONCRETE COMPR. $SIVE STRENGTH TE , I'
a division of l~n'mctm
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/28/2000 Report No.: 0019679 Report Date
08/29/2000
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
CONTILS, CTOR: Centex Construction MIX I.D.: 9506
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 07/28/2000 BATCll TIME: 8:58am
PLANT: 43 TE~iESAMPLED: 9:40am BY: Ervin Farris
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE(F)- AIR 91 F CONCRETE: 86 F
SLIv%-IP: 5-7" TRUCK NO: 644 TICKET NO: 2694938
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Pier information and technician time: See Report ~0019678
ASTM C-172
ASTM C-39
SAMPLE LOCATION: B-4.7
REPORT OF TESTS ACCU-M-CLATIVE YARDS: 10
CYLINDER MEASURED I~L~XI2~IUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 I 6.50 08/04/2000 7 66380 2350
I 2 6.50 08/04/2000 7 78250 2770
Average 2560
I 3 6.50 08/25/2000 28 100430 3550
1 4 6.50 08/25/2000 28 97810 3460
Average 3510
Technician: Ervin Fan-is Started: Finished: ~'"!-'~1'~n
Report Distribution: ' eering, Inc.
(I) St. Ann's Catholic Community ( I ) Datum Engineering, Inc.
(!) Centex Construction (1) City of Coppell Eric J. Cleveland, P.E.
(!) 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 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEb £
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/28/2000 Report No.: 0019708 Report Date
08/29/2000
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.: N/A
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 07/28/2000 BATCH TmlE: N/A
PLANT: N/A T~m SAMPLED: 4:00pm By: Shane Spinks
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny, warm
STRENGTII: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 95 v CONCRETE: 93
SLLrMP: 3-5" TRUCK NO: N/A TICKET NO:
AIR: N/A AIR CONTENT (q~): 2.1 UNIT WEIGHT (pef): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Piers
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCI. Fb'IL"LATIVE YARDS: l0
CYLINDER MEASURED I~LAXIMLIM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I I 4.25 08/04/2000 7 103340 3650
1 2 4.25 08/04/2000 7 102000 3610
Average 3630
I 3 4.25 08/25/2000 28 119210 4220
1 4 4.25 08/25/2000 28 121410 4290
Average 4260
Sample location: 0-3.1, 0-3.2, 0-3.4, 0-3.5, 0-3.6, 0-5.8, 0-3.9
Technician: Shane Spinks Started: 3:00pm Finished: 5:00pm /~~n
Report Distribution: ' eerlng~ Inc.
(1) St. Ann's Catholic Community (I) Datum Engineering, Inc.
( 1 ) Centex Construction (1) City of Coppell Eric J. Cie veland, 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 Engineering, Inc.
01LL Page I of 1