St Ann Catholic-LR000921 cONCRETE COMPR SIVE STRENGTH TE '
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/13/2000 Report No.: 0023946 Report Date
09/21/2000
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.: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 09/13/2000 BATCH TI3,1E:
PLANT: 41 TIblE SAMPLED: l:50p BY: Roy MontgomeD'
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F) - AIR 90 F CONCRETE: 90 F
SLUMP: 3-5" TRUCKNO: 937 TICKETNO: 2733626
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pc0: N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Grade Beams at line 4.7, lines A-B; line 10.5, lines Y-A: line A, lines 8.4-10..5; line Y,
ASTM C-172 lines 8.8-10.5: line X, lines 7-8.8; line 7. lines X-A; line A. lines 8.4-4.7 and line B, lines
ASTM C-39 4.3-6.8
SAMPLE LOCATION: Grid line B/4.5
REPORT OF TESTS ACCU%'IULAT[VE YA"I)S:
CYLINDER MEASURED MAXDAUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 5.50 09/20/2000 7 99940 3530
1 2 5.50 09/20/2000 7 102280 3620
Average 3580
I 3 5.50 10/11/2000 28
I 4 5.50 10/11/2000 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.
01SDS Page 1 of 2
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/13/2000 Report No.: 0023946 Report Date
09/21/2000
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
COIN'TRACTOR: Centex Construction MIX I.D.: 8205
CONCRETE SUPPLIER: TX! PLACEMENT DATE: 09/13/2000 BATCH TrME: 3:08p
PLANT: 41 TIME SAMPLED: 3:50p BY: Roy Montgomery
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTIt: 4000 psi @ 28 Days TEMPERATURE (F)- AIR 90 F CONCRETE: 91 F
SLU'blP: 3-5" TRUCK NO: N/A TICKET NO: N/A
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Sec page I
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Grid line A/9
REPORT OF TESTS ACCUMULATIYE YARDS: 100
CYLINDER MEASURED MAXD, IL~I COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FIL~,CTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 6.00 09/20/2000 7 97170 3440
2 2 6.00 09/20/2000 7 92280 3260
Average 3350
2 3 6.00 10/11/2000 28
2 4 6.00 10/11/2000 28
Roy Montgomery Started: 12:00p Finished: 4:30p ~~~Engi
Technician:
Report Distribution: neerino,~
Inc.
(i) St. Ann's Catholic Community (1) Datum Engineering, Inc.
( i ) Centex Construction (1) City of Coppell Eric J. Cleveland, P.E.
(i) City of Coppell Senior Project Engi neet
(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.
01SDS Page 2 of 2
CONCRETE COMPRi $SIVE STRENGTH TE , .'
~LNF_Y_RLxl3, II~C.
a division of'l~--~lll
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 08/23/2000 Report No.: 0022101 Report Date
09/21/2000
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.: 9506
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 08/23/2000 BATClI TIME: l:55pm
PLANT: 41 TIME SAMPLEO: 3:05pm l~Y: Shane Spinks
SPECIFICATION REQUIREMENTS WEATHER CO~ITIONS: Sunny, warm
STREN(;'m: 3000 psi @ 28 Days TEMPERATURE (r)- AIR 104 r CONCRETe: 93 r
SLIJ3iP: 3-5" TRUCK NO: 803 TICKET ~'O: 27175 77
AIR: N/A AIR CONTENT (%): 1.9 UNIT WEIGIIT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Piers
ASTM C-172
ASTM C-39
SAMPLE LOCATION: R-I.5,R-1.8, P-3, 0.9-3
REPORT OF TESTS ACCt~UL:LATIVE YARDS: 10
CYLINDER MEASURED I~L~ XIML'.%I COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 4.50 08/30/2000 7 93420 3300
1 2 4.50 08/30/2000 7 90740 3210
Average 3260
1 3 4.50 09/20/2000 28 132870 4700
1 4 4.50 09/20/2000 28 135130 4780
Average 4740
Technician: Shane Spinks Started: 3:00pm Finished: 4:30pm ~neering, Inc.
Report Distribution:
( 1 ) St. Ann's Catholic Community (I) Datum Engineering, Inc.
(1) Centex Construction (1) City of Coppell Eric J. Cleveland, P.E.
(1) City of Coppcll 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 COMPRL. JSIVE STRENGTH TES l'
a division of '[
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 08/22/2000 Report No.: 0021977 Report Date
09/21/2000
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.: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 08/22/2000 BATCHTIME: 12:43pm
PLANT: 41 TIME SAMPLED: l:lSpm BY: Marlo Villanueva
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F)- AIR 99 F CONCRETE: 93 ~'
SLt~tP: 3-5" TgUCK NO: 642 TICKET NO: 2716419
AIR: 3-6% AIR CONTENT (%): 4.7 VNIT WEIGIIT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Grade beam on Lines 11.1/C.6-D6, 10.5-11 .I/C.6. 10.5/A-C.6, 8.4-10.5/A, 8.4/A-B.
ASTM C- 172 6.8-8.4/B, 6.8/B-D.8
ASTM C-39
SAMPLE LOCATION: Grid Line 11.1/C.6-D.6
REPORT OF TESTS ACCL~fL'LATIVE YARDS: l0
CYLINDER MEASURED MAXLM-u%I COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 5.50 08/29/2000 7 75270 2660
1 2 5.50 08/29/2000 7 84200 2980
Average 2820
1 3 5.50 09/19/2000 28 117930 4170
I 4 5.50 09/19/2000 28 117320 4150
Average 4160
Technician: MarioVillanueva Started: l:00pm Finished: 3:30pm '~-~~ng'
Report Distribution: meering, Inc.
( 1 ) 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
(!) 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 I