St Ann Catholic-LR001120'CONCRETE COMPRI JSSIVE STRENGTH TES;
ENGINEERENG, LNC.
a di~ iyion qf'i[erracan
8901 Carpenter Frwy., Suite #100
D',dlas, Texas 752A7
Date of Service: 10/19/2000 Report No.: 0027290 Report Date
11/20/2000
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 PLACE*IENTDAI'E: 10/19/2000 BATCII TIME: 3:45am
PLANT: 41 TIblESAMPLED: 4:30am BY: Darin Mathis
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Clear
STRENGTH: 4000 psi ~: 28 Days TEMPERATURE (F)- AIR 62 r CONCRF:rE: 75
SLLrMp: 5.0" Max TRUCKNO: 643 TICKETNO: 2763728
AIR: N/A AIR CONTENT (%): ~'/A UNIT WEIGItT {pct): N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
Lex-el I. building pad (cast wing.~ A to C.4 & 7 to 10.5.N.2 m S, ?.5 to 9
ASTM C-172
ASTM C-39
SAMPLE LOCATION: A-8
REPORT OF TESTS ACCt,~IUI.ATIVE YARDS: 100
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTIt FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I I 5.00 10/23/2000 4 99390 3510
I 2 5.00 10/26/2000 7 111050 3930
1 3 5.00 10/26/2000 7 120960 4280
Average 4110
I 4 5.00 11/16/2000 28 168040 5940
1 5 5.00 i 1/16/2000 28 178650 6320
Average 6130
This report is exchisively for the use of the client indicated above and shall not be reproduced except m full v, ithout the written approxal of HBC Engineering, Inc.
OILL
Report No.: 0027290
CYLINDER MEASURED MAXIMUM COMPI~ESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FIL%CTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
Note: Contractor requested early breaks on Sets 1, 3 and 5.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full x~ ithout thc written approval of HBC Engineering. Inc.
OIL1.
-CONCRETE COMPRL 4SIVE STRENGTH TEL2
ENGhNEERLNG,
a division of
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/19/2000 Report No.: 0027290 Report Date
11/20/2000
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 MtXI.D.: 9507
CONCRETE SUPPLIER: TXI PI.ACEMENTI)ATE: 10/19/2000 BATCHTIME: 5:15am
PLANT: 41 TLMF. SAS1PLED: 5:45am Irt': Darin Mathis
SPECIFICATION REQUIREMENTS WEATI-IEII CONDITIONS: Clear
STRENGTH: 4000 psi @ 28 Days TEMPEIL,'~TURE (F)- AIR 62 [ CONCRETE: 76 F
SLUMP: 5.0" Max TRUCK NO: 454 TICKET NO: 2763798
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
'rEST METHOD: ASTM C-143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 13-8.5
REPORT OF TESTS ACCUMULATIVE YARDS: 200
CYLINDER MEASURED MAXIMUM CO.MPI~rY. SSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches} TESTED (days) (lbs. force) (psi) TYPE
2 I 5.00 10/26/2000 7 114420 4050
2 2 5.00 10/26/2000 7 117760 4160
Average 4110
2 3 5.00 11/16/2000 28 167810 5930
2 4 5.00 11/16/2000 28 161640 5720
Average 5830
This report is exclusively k~r the use of the client indicated ahove and shall not be reproduced except in full without the written approval of HBC Engineering. [nc.
0ILL
-CONCRETE COMPRE, oSIVE STRENGTH TES. '_
ENGI N'EERLNG.
a divi.~ion off ] r~afl~c_.l~-i
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75*_47
Report
Date
Date of Service: 10/19/2000 Report No.: 0027290
11/20/2000
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.: 9507
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 10/19/2000 I~ATCH TLME: 6:45am
PLA,¥r: 41 TIME SAMPLED: 7:30am BY: Darin Mathis
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Clear
STRENGTII: 4000 psi @ 28 Days TEMPERATURE(F)-AtR 62 F CONCRETE: 78 F
SLtmtP: 5.0" Max TRUCK NO: 804 TICKET NO: 2763905
AIR: N/A AIR CONIENT (%): N/A ENII WEIGHI (pcf): X/A
TEST METHOD: ASTM C- 143 PI,ACEMENT LOCAIION:
Sec page 1
ASTM C-172
ASIM C-39
SAMPLE LOCATION: S-8.5
REPORT OF TESTS ACCUMULATIVE YARDS: 3 I0
CYLINDER MEASURED MAXIMU.%! COMPRESSIVE
I~La.,RKED SLUMP DATE AGE LOAD STRENGTH FI~XCTURE
SET NO. (inches) TESTED (days} (lbs. force) (psi) TYPE
3 I 5.00 10/23/2000 4 94790 3350
3 2 5.00 10/26/2000 7 116470 4120
3 3 5.00 10/26/2000 7 117260 4150
Average 4140
3 4 5.00 11/16/2000 28 1594 l0 5640
3 5 5.00 11/16/2000 28 160000 5660
Average 5650
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.
OILL
'CONCRETE COMPRESSIVE STRENGTH TES l'
ENGINEERING. 1:~.
a division of 1Erracan
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75*..247
Date of Service: 10/19/2000 Report No.: 0027290 Report
Date
11/20/2000
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
CO~q'aAC'rOR: Centex Construction M~X~.D.: 9507
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 10/19/2000 BATCII TIME: 8:55am
PLANT: 4[ TIME SAMPLED: 9:30am BY: Darin Mathis
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Clear
STRENGTH: 4000 psi @ 28 Days TEMPEIL-VI'URE(F)-AIR 65 F CONCRETE: 80 F
SLtrMP: 5.0" Max TRL'CK NO: 804 TICKET NO: 2764203
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcl): N/A
'rEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASIM C-39
SAMPLE LOCATION: N.2,8
REPORT OF TESTS ACCUMULATIVE'CA,mS: 430
CYLINDER MEASURED MAXLMUM COMI'RESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FIL&CTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 I 5.00 10/26/2000 7 113300 4010
4 2 5.00 10/26/2000 7 114090 4030
Average 4020
4 3 5.00 11/16/2000 28 176490 6240
4 4 5.00 11/16/2000 28 170340 6020
Average 6130
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
'CONCRETE COMPR ,SSIVE STRENGTH TEL £
ENGLNEERLXG, INC.
a division of']~ff'~Cofi
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/19/2000 Report No.: 0027290 Report Date
11/20/2000
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 PLACEMI£NT DATE: 10/19/2000 BATClt TIME: 9:30am
PLANT: 41 TINIE SAMPI.ED: 10:00am I~V: Darin Mathis
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 4000 psi @ 28 Days TEMPEIL~.I~IRE (}')- AIR 67 V CONCRETE: 85 r
SLUMP: 5.0" Max TRUCK NO: 807 TICKET NO: 2764279
AIR: N/A AIR CONTENT (¢~): N/A UNIT WEIGIIT ttpct): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page I
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Q9,8.5
REPORT OF TESTS ACCL'MULATIVEYARDS: 450
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTU lie
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 1 5.00 10/23/2000 4 79140 2800
5 2 5.00 10/26/2000 7 111280 3940
5 2 5.00 10/26/2000 7 113370 4010
Average 3980
5 3 5.00 11 / 16/2000 28 165760 5860
5 4 5.00 I 1/16/2000 28 161110 5700
Average 5780
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the v, ritten approval of HBC Engineering. Inc.
OILL
Report No.: 0027290
CYLINDER MEASURED MAXIMIo,'M COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FIL,~CTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
Technician: Darin Mathis Started: 3:00am Finished: 10:30am
Report Distribution: ~Illc'
(l) St. Ann's Catholic Community (1) Datum Engineering, Inc.
( I ) Centex Construction (1) City of Coppell Eric J. Cle veland, P.E.
( I I City of Coppell Senior Project Engineer
(I) Alliance Architects
This report is exclusively for the use of the clicut indicated above and shall trot be reproduced except in full without tire ~.-ritteu approval of }lB(,' Engineering. Inc.
0ILL