St Ann Catholic-LR001004"CONCRETE COMPRi. $SIVE STRENGTH TE , £
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report
Date
Date of Service: 09/26/2000 Report No.: 0025062
10/04/2000
CiientNo.: 2310 Project No.: 94001152
Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church
Attn: Monsignor Kilian Broderick 180 Samuel Boulevard
180 Samuel Boulevard
Coppell TX 75019 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Centex Construction MIX I.D.: 9507
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 09/26/2000 BATCH TIME: 3:1 lam
PLANT: 41 TIME SAMPLED: 3:35am BY: GregDimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENt;TH: 4000 psi @ 28 Days TEMPERATURE (F) - AIR 56 F CONCRETE: 71 F
sLtrMP: 5.0" Max TRt~CK NO: 474 TICKET SO: 2743143
AIR: N/A AIR Co~',rrENT (,~): N/A UNIT WEIGHT Locf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Elevated slab, ground level C-Q/16-20
ASTM C-172
ASTM C-39
SAMPLE LOCATION: D/17
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 5.75 09/30/2000 4 76360 2700
1 2 5.75 10/03/2000 7 113900 4030
1 3 5.75 10/24/2000 28
1 4 5.75 10/24/2000 28
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page 1 of 5
-.CONCRETE COMPR,_$SIVE STRENGTH £
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/26/2000 Report No.: 0025062 Report Date
10/04/2000
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 LO.: 9507
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 09/26/2000 BATCH TIME: 4:36am
PLANT: 41 TIME SAMPLED: 5:50am BY: Greg Dimock
SPECIFICATION REQUIREMENTS ',VEATHER CONDITIONS: Clear
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F)- AIR 55 F CONCRETE: 72 F
SLUMP: 5.0" Max TRUCK NO: 643 TICKETNO: 2743212
AIR: N/A AIR coh~rE~rr (%): N/A UNIT SVEIGHT (pcf): N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
See page I
ASTM C-172
ASTM C-39
SAMPLE LOCATION: F.2/i 7.5
REPORT OF TESTS ACCLIMULATIVE YARDS: l0
CYLINDER MEASURED bLs, XIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 6.00 09/30/2000 4 84550 2990
2 2 6.00 10/03/2000 7 110800 3920
2 3 6.00 10/24/2000 28
2 4 6.00 10/24/2000 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.
0ILL Page 2 of 5
· -CONCRETE COMPR _$SIVE STRENGTH TEL £
a division of
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/26/2000 Report No.: 0025062 Report Date
10/04/2000
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 flesh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOm Centex Construction MIX I.D.: 9507
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 09/26/2000 RATCII TIME: 6:04am
eLA~rr: 41 TIME SAMPLED: 6:25am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F)- AIR 52 F CONCRETE: 71 F
SLUMP: 5.0" Max TRUCK NO: 803 TICKET NO: 2743305
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pc/'): N/A
TEST M~rHOD: ASTM C-143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: J/17.5
REPORT OF TESTS ACCUMULATIVE YARDS: l0
CYLINDER MEASURED I~Ls~XIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 6.00 09/30/2000 4 68680 2430
3 2 6.00 10/03/2000 7 105610 3730
3 3 6.00 10/24/2000 28
3 4 6.00 10/24/2000 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.
0ILL Page 3 of 5
'CONCRETE COMPRE ;SIVE STRENGTH TE ,
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/26/2000 Report No.: 0025062 Report Date
10/04/2000
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 PLACEMENT DATE: 0912612000 BATCH TnvIE: 8:04am
PLANT: 41 TIME SAMPLED: 8:45am ~Y: Gxeg Dimock
SPECIFICATION REQUIREI~IENTS WEATHER CONDITIONS: Clear
STREN£;~I: 4000 psi @ 28 Days TErm'E~,TURE (F)- AIR 58 F CONCRETE: 72 F
SLVMe: 5.0" Max TRUCK NO: 643 TICI~T NO: 2743530
AIR: N/A AIR co,vr~NT (%): N/A UNIT WEIGHT (pcf): NN/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Sec page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: M/19.5
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 5.50 09/30/2000 4 135890 4810
4 2 5.50 10/03/2000 7 137000 4840
4 3 5.50 10/24/2000 28
4 4 5.50 1012412000 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.
0ILL Page 4 of 5
CONCRETE COMPRESSIVE STRENGTH TEb £
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/26/2000 Report No.: 0025062 Report Date
10/04/2000
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 PLACEMENT DATE: 09/26/2000 BATCH T~-lE: 9:17am
PLANT: 41 TIME SAMPLED: 9:40am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 4000 psi @ 28 Days TEMPERAanJRE (FI - AIR 73 F CONCRETE: 74 F
SLtrMP: 5.0" Max TRUCK NO: 803 TICKET NO: 2743707
AIR: N/A AIR CONTENT (%): N/A UNiT WEIGHT (per): N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
See page !
ASTM C-172
ASTM C-39
SAMPLE LOCATION: P/16.3
REPORT OF TESTS ACCUMULATIVE YARDS: l0
CYLINDER MEASURED MAXLM~ COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 1 6.00 09/30/2000 4 78400 2770
5 2 6.00 10/03/2000 7 109100 3860
5 3 6.00 10/24/2000 28
5 4 6.00 10/24/2000 28
Technician: GregDimock Started: 2:00am Finished: l:30pm ~r
Report Distribution: ing, Inc.
(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 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 5 of 5
CONCRETE COMPR _3SIVE STRENGTH £
a division of'l~gl'a~tl
8901 Carpenter Frwy., Suite/Il{N}
Dallas, Texas 75247
Date of Service: 09/26/2000 Report No.: 0025122 Report Date
10/04/2000
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 M~x LO.: 8273
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 09/26/2000 BATCH TLME: 10:49am
P~nNT: 41 TIME SAMPLED: 1 l:30am BY: Greg Dimock
SPECIFICATION REQUIREMENTS %VEATHER CONDITIONS: Clear
STRENGTH: 3500 psi @ 28 Days TEMPERA~'t~RE (V)- AIR 77 g CONCRETE: 80 F
SLtn~n,: 5.0" Max TRUCK NO: 927 TICKET NO: 2743887
AIR: 3-5% AIR CONTEN'r (%): 4.0 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Paving- fire lane at south side of existing building
ASTM C-172
ASTM C-39 Sampled from truck.
Technician Time: See Report g0025062
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUblP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 4.75 10/03/2000 7 99750 3530
1 2 4.75 10/03/2000 7 98430 3480
Average 3510
1 3 4.75 10/24/2000 28
1 4 4.75 10/24/2000 28
Sample location: From SE corner of building, 35'8 x 10' W
Technician: Greg Dimock Started: Finished: ~~
Report Distribution: neerlng, Inc.
(1) St. Ann's Catholic Community (1) Datum Engineering, Inc.
(1) Centex Conslruction (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.
01LL Page I of I
CONCRETE COMPR .$SIVE STRENGTH TEo £
a division of']~-'~tall
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/05/2000 Report No.: 0023168 Report Date
10/04/2000
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 PLACEI~,IENT DATE: 09/05/2000 BATCH TI3-IE: N/A
PLANT: N/A TIME SAMPLED: 3:40pm BY: Shane Spinks
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny, warm
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 102 ~ CONCRETE: 98 F
SLL~iP: 3-5" TR~JCK NO: N/A TICKET NO: N/A
AIR: N/A AIR CoN'rENT (%): 2.2 UNIT WEIGHT (pc/): N/A
TEST METHOD: ASTIV[ C- 143 PLACEMENT LOCATION:
Pier information and technician time: Sec Report g0023167
ASTM C-172
ASTM C-39
SAMPLE LOCATION: B.2-3, B.3-3, A-I.I
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINq) ER MEASURED MAXkMUM COMPRESSI~q~
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 5.75 09/12/2000 7 87850 3110
1 2 5.75 09/12/2000 7 90430 3200
Average 3160
1 3 5.75 10/03/2000 28 111940 3960
I 4 5.75 10/03/2000 28 107180 3790
Average 3880
Technician: Shane Spinks Started: Finished: ~~/~ En
Report Distribution: gineering, Inc.
(I) St. Ann's Catholic Community (!) Datum Engineering, Inc.
(I) Centex Construction (1) City of Coppell ~ [ Eric J. Cleveland, 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 I