St Ann Catholic-LR001003CONCRETE COMPRESSIVE STRENGTH TE . £
a divL~ion of']~tl"~
8901 Carpenter Frwy., Suite #100
DnlIn% Texas 75247
Date of Service: 09/01/2000 Report No.: 0023000 Report Date
10/03/2000
Client No.: 2310 Project No.: 94001152
Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church
Attn: Monsignor Kilian B roderick 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: 09/01/2000 BATCH TIME: N/A
PLANT: 38 TnVmSAMPLED: 2:00pm BY: Shane Spinks
SPECIFICATION REQUIREMENTS WEATHER CON~DITIONS: Sunny, warm
STREN(;TH: 3000 psi @ 28 Days TEMPEaATURE (~3- Am 103 g CONCRETe: 98 g
SLUblP: 3-5" TRUCK NO: N/A TICKET NO: N/A
AIR: N/A AIR CO~r~NT (%): 1.2 uNrr WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMEt~r LOCATION:
Pier information and technician time: Sec Report g0022999
ASTM C-172
ASTM C-39
SAMPLE LOCATION: B-I.5. D-i.5, E-I.5
REPORT OF TESTS ACCL iULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 I 6.25 09/08/2000 7 95250 3370
1 2 6.25 09/08/2000 7 91980 3250
Average 3310
I 3 6.25 09/29/2000 28 108910 3850
1 4 6.25 09/29/2000 28 110110 3890
Average 3870
Technician: Shane Spinks Started: Finished: ~~ngin
Report Distribution: eering, Inc.
(I) St. Ann's Catholic Community (I) Datum Engineering, Inc.
(1) Centex Construction (I) City of Coppell "~ Er~c J. Cleveland, P.E.
(1) City of Coppcll 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 the written approval of HBC Engineering, Inc.
0ILL Page 1 of 1
'CONCRETE COMPR',.3SIVE STRENGTH
~NGINF_.ERLX~, INC.
a division of'l~--~glgl
8901 Carpenter Frwy., Suite #100
, Dallan, Texas 75247
Date of Service: 08/31/2000 Report No.: 0022852 Report Date
10/03/2000
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: 08/3 1/2000 BATCH TIME: N/A
PLANT: 38 TIME SAMPLED: 6:35am BY: Shane Spinks
SPECIFICATION REQUIREMEN~rs WEATHER CONDITIONS: Clear
STRENG~: 3000 psi @ 28 Days TEMPERATURE (V) - AIR 81 V CONCP~: 79 F
SLL~P: 3-5" TRUCK NO: N/A TICKET NO: N/A
AIR: N/A AIR CONTENT (%): 1.9 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Slab-on-grade
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 30
CYLINDER MEASURED MAXLMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 N/A 09/07/2000 7 94140 3330
1 2 N/A 09/07/2000 7 97300 3440
Average 3390
I 3 N/A 09/28/2000 28 104750 3700
1 4 N/A 09/28/2000 28 104880 37 l0
Average 3710
Sample location: 20' N x 10' E of SW corner of slab-on-grade
This report is exclusively for thc 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 2
· CONCRETE COMPRLSSIVE STRENGTH
a division of'lrmmmn
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 08/31/2000 Report No.: 0022852 Report Date
10/03/2000
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: 08/31/2000 BATCH TIME: N/A
PLANT: 38 T~tE SA.~n'LED: 10:30am BY: Shane Spinks
SPECIFICATION' REQUIREMENTS V(EATHER CONDITIONS: Sunny, warm
STRENGTm 3000 psi @ 28 Days TESU'ERAT-ORE (F) -AIR 87 F CON'CRETw: 85 F
SLUMP: 3-5" TRUCK NO: N/A TICKET NO: N/A
AIR: N/A AIR CoN~rEwr (%): 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': See below
REPORT OF TESTS ACCUMULATIVE YARDS: 1 10
CYLINDER MEASURED MAXIML%I COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 6.00 09/07/2000 7 107300 3790
2 2 6.00 09/07/2000 7 105120 3720
Average 3760
2 3 6.00 09/28/2000 28 114750 4060
2 4 6.00 09/28/2000 28 114880 4060
Average 4060
Sample location: 20' S x 10' W of NE corner slab-on-grade
Technician: ShaneSpinks Started: 5:00am Finished: 12:00pm ~
Report Distribution: ngineering, Inc.
(I) St. Ann's Catholic Community (1) Datum Engineering, Inc.
(1) Centex Construction (1) 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.
0ILL Page 2 of 2