St Ann Catholic-LR000828CONCRETE COMPRT3SIVE STRENGTH TE .'"F
a division of
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/26/2000 Report No.: 0019431 Report Date
08/28/2000
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.: 9506
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 07/26/2000 BATCIt XE~m: 8:47am
PLA,WI': 41 TIME SAMPLED: 9:26am BY: Ervin Fan-is
SPECIFICATION' REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTIt: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 91 F CONCRETE: 87
SLUMP: 5-7" TRUCK NO: 453 TICKET NO: 2692292
AIR: N/A AIR CONTENT (~c): N/A UNITWEIGIIT(pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Pier information and technician time: See Report ~)019430
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: E.5-8.5
REPORT OF TESTS ACCUIYUULATIVE YARDS: l0
CYLINDER MEASURED MAXIM~:%I COMPRESSIVE
MARKED SLL%'IP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I I 6.25 08/02/2000 7 93630 3310
I 2 6.25 08/02/2000 7 89840 3180
Average 32~0
1 3 6.25 08/23/2000 28 137560 4860
I 4 6.25 08/23/2000 28 137390 4860
Average 4860
Technician: Ervin Fan-is Started: Finished:
Report Distribution: d~71~gineering, 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
(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 I of I
cONCRETE COMPI $SIVE STRENGTH
ElqGINEERI~, R~C.
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/26/2000 Report No.: 0019446 Report Date
08/28/2000
Client No.: 2310 Project No.: 94001152
Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church
Attn: Monsignor Kilian Broderick ! 80 Samuel Boulevard
180 Samuel Boulevard
Coppeil 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: 07/26/2000 BATCII TLME: N/A
PLANT: 38 TIME SAMPLED: 3:00pm BY: Shane Spinks
SPECIFICATION REQUIREMENTS WEATItER CON-DITIONS: Warm
STm~NGTII: 3000 psi @ 28 Days TEMPERAX~JRE (F) - AIR 101 F CONCRETE: 97 F
SLUMP: 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:
Piers under water fountain area
ASTM C-172
ASTM C-39
SAMPLE LOCATION: J-4. I-4, SE. 1-4 S. J-4 SW
REPORT OF TESTS ACCU3'IULATIVE YARDS: 10
CYLINDER MEASURED MAXL~IL%! COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTIt FP~S, CTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 4.75 08/02/2000 7 97590 3450
1 2 4.75 08/02/2000 7 94840 3350
Average 3400
I 3 4.75 08/23/2000 28 155200 5490
I 4 4.75 08/23/2000 28 160570 5680
Average 5590
Technician.' Shane Spinks Started: 2:00pm Finished: 4:00pm ~~~..~
Report Distribution: ~~ineering, Inc.
(I) St. Ann's Catholic Community (1) Datum Engineering, Inc.
(I) Centex Construction ( 1 ) CiD' of Coppell ~/Erid J. Cie veland, 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 I of 1
CONCRETE COMPR._.SSIVE STRENGTH TE .£
a division of'l~afl-d~la
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/27/2000 Report No.: 0019598 Report Date
08/28/2000
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
CONTIL~,CTOR: Centex Construction MIX I.D.: N/A
CONCRETE SUPPLIER: TXI PLACEMEN'T DATE: 07/27/2000 BATCH TIME: 3:45pm
PLANT: 31 TIME SAMPLED: 4:30pm BY: Shane Spinks
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny, cool
STRENGTH: 3000 psi @ 28 Days TEMPEILS, TURE (F)- AIR 102 F CONCRETE: 98 F
SLUMP: 3-5" TRUCK NO: N/A TICKET NO: N/A
AIR: N/A AIR eONTENT (%): 1.9 UNIT WEIGIIT (pet'): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Piers
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 0.9-3.2. 0.9-3.4, 0.9-3.5, 0.9-3.6
REPORT OF TESTS ACCL'MULATIVE YARDS: 10
CYLINDER MEASURED ~L&XD, IUM COMPRESSIVE
MARKED SLUblP DATE AGE LOAD STRENGTll FIL~*,CTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 I 5.25 08/03/2000 7 90450 3200
I 2 5.25 08/03/2000 7 96360 3410
Average 3310
I 3 5.25 08/24/2000 28 102550 3630
I 4 5.25 08/24/2000 28 100070 3540
Average 3590
Technician: Shane Spinks Started: 4:00pm Finished: 6:30pm /y~
Report Distribution: ngineering, Inc.
(l) St. Ann's Catholic Community (1) Datum Engineering, Inc.
(1) Centex Construction (l)City of Coppel, c.~ / E[i_c_.J_. Cleveland, P.E.
(I) 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 I of I
CONCRETE COMPR._$SIVE STRENGTH TE . £
a cli~,i.~ion of'lrarracun
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/27/2000 Report No.: 0019572 Report Date
08/28/2000
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 PLACEMEN-FDATE: 07/27/2000 BATCHTIME: 9:02am
PLANT: 43 TIME SAMPLED: 9:40am BY: Ervin Fan-is
SPECIFICATION' REQUIREMENTS WEATIIER CONDITIONS: Cloudy
STRENGTIt: 3000 psi @ 28 Days TEMPERATURE(F)- AIR 88 F CONCRETE: 83
SLtn~.lP: 5-7" TRUCK NO: 837 TICKET N'O: 2693683
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcB: N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Pier information and technician time: See Report #001957 I
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: B-4.5
REPORT OF TESTS ACCU.'~I-LILATIVE YARDS: 10
CYLINDER MEASURED I~L~,XLMUM COMPRESSIVE
MARKED SLU31P DATE AGE LOAD STRENGTIt FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 6.00 08/03/2000 7 78180 2760
I 2 6.00 08/03/2000 7 82040 2900
Average 2830
I 3 6.00 08/24/2000 28 117170 4140
1 4 6.00 08/24/2000 28 116470 4120
Average 4130
Technician: Ervin Farris Started: Finished: ~/f>~/I-l~ ~~n
Report Distribution: eerlng, Inc.
(i) St. Ann's Catholic Community (I) Datum Engineering, Inc.
(!) 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.
0ILL Page 1 of 1