Valley R Baptist 2-LR021213CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021265.0031
Service Date: November 14, 2002
��C'FDCOf1
Dall carpenter 2 4 7 Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church
Report Date: December 13, 2002
Attn: Robert Feille
Project: Valley Ranch Baptist Church
1501 East Belt Line Road
1501 East Belt Line Rd
Coppell TX 75019
Coppell, TX
6.00
Project Number: 94021265
Material Information
Sample Information
Specified Strength: 4000 psi @ 28 Days
Sample Time: 7:58am Date Cast: November 14, 2002
1
Technician: Marvin R. Arandia
Batch Time: 6:35am Plant: 6
Weather Conditions: Clear
Supplier: LMC
Accumulative Yards: 20
Truck No: 980 Ticket No: 6185694
Placement Method: Direct Discharge
Mix I.D. No.: 866
Sample Locations: See placement location
4,420
Placement Location: Pavement
28
(See attached sketch)
Field Test Data
Test
Result
Specification
3 -5
4.5 -7.5
Test Method
Slump, inches:
Air Content, %:
Concrete Temperature, F:
Ambient Temperature, ° F:
Plastic Unit Weight, pcf:
Laboratory Test Data
5.75
3.6
63
49
Set
Specimen
Diameter
Area
No.
ID
(inches) ( sq.
inches
1
1
6.00
28.27
1
2
6.00
28.27
1
3
6.00
28.27
1
4
6.00
28.27
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Average 4,380
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. 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 Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 3 01uL m01 FA. x.y
Age at
Maximum
Compressive
Date
Test
Load
Strength
Tested
(days)
(lbs)
(psi)
11/21/2002
7
99,660
3,520
11/21/2002
7
93,120
3,290
Average
3,410
12/12/2002
28
124,900
4,420
12/12/2002
28
122,520
4,330
Average 4,380
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. 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 Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 3 01uL m01 FA. x.y
CONCRETE COMPRESSIVE STRENGTH TEST IDC
Report Number: 94021265.0031 lferracon
Service Date: November 14, 2002 Dail carpenter F wy, Ste atoo
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: December 13, 2002
Attn: Robert Feille Project: Valley Ranch Baptist Church
1501 East Belt Line Road 1501 East Belt Line Rd
Coppell TX 75019 Coppell, TX
Project Number: 94021265
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 8:36am Plant: 6
Supplier: LMC
Truck No: 804 Ticket No: 6185717
Mix I.D. No.: 866
Field Test Data
Sample Information
Sample Time: 10:10am Date Cast: November 14, 2002
Technician: Marvin R. Arandia
Weather Conditions: Clear
Accumulative Yards: 130
Placement Method: Direct Discharge
Sample Locations: See page 1
Placement Location: See page 1
Test
Result
Specification
Test Method
Slump, inches:
5.25
3 -5
ASTM C -143
Air Content, %:
4.1
4.5 -7.5
ASTM C -231
Concrete Temperature, F:
65
ASTM C1064
Ambient Temperature, ° F:
ASTM C -1064
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at Maximum
Compressive
Set Specimen Diameter
Area
Date
Test Load
Strength
No. ID (inches)
( sq. inches
Tested
(days) (lbs)
(psi)
2 1 6.00
28.27
11/21/2002
7 97,930
3,460
2 2 6.00
28.27
11/21/2002
7 95,870
3,390
Average
3,430
2 3 6.00
28.27
12/12/2002
28 115,600
4,090
2 4 6.00
28.27
12/12/2002
28 118,830
4,200
Average
4,150
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. 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 Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 2 of 3 01 LLLW 01 P' W K.�
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021265.0031
Service Date: November 14, 2002
FDQ
lferraeon
8901 carpenter Fnwy, Ste #100
Dallas, Texas 75247
(2 63 0 -1010
Client: Valley Ranch Baptist Church
Report Date: December 13, 2002
Attn: Robert Feille
Project: Valley Ranch Baptist Church
1501 East Belt Line Road
1501 East Belt Line Rd
Coppell TX 75019
Coppell, TX
6.00
Project Number: 9 4021265
Material Information
Sample Information
Specified Strength: 4000 psi @ 28 Days
Sample Time: 12:35pm Date Cast: November 14, 2002
3
Technician: Marvin R. Arandia
Batch Time: 11:03am Plant: 6
Weather Conditions: Clear
Supplier: LMC
Accumulative Yards: 210
Truck No: 982 Ticket No: 6185746
Placement Method: Direct Discharge
Mix I.D. No.: 866
Sample Locations: See page 1
Placement Location: See page 1
Field Test Data
Test
Result
Specification
3 -5
4.5 -7.5
Test Method
Slump, inches:
Air Content, %:
Concrete Temperature,O F:
Ambient Temperature, 0 F:
Plastic Unit Weight, pcf:
Laboratory Test Data
5.50
4.1
65
70
Set
Specimen
Diameter
Area
No.
ID
(inches) ( sq.
inches
3
1
6.00
28.27
3
2
6.00
28.27
3
3
6.00
28.27
3
4
6.00
28.27
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Date
Tested
Age at
Test
(days)
Maximum Compressive
Load Strength
(lbs) (psi)
11/21/2002
7
87,840
3,110
11/21/2002
7
90,180
3,190
Average
3,150
12/12/2002
28
121,010
4,280
12/12/2002
28
117,570
4,160
Average
4,220
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Marvin R. Arandia
Report Distribution: HBC/Terracon
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp
(1) Brockefte Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by
(1) HKS Inc Husse n H. Abusaad, P.E.
(1) Valley Ranch Baptist Church
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. 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 Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 3 of 3 0 1-LL�°°IFw k ^v
rerracon
PROJECT:
JOB NO. G1%A 17-6S. 1 Date -Comp. By
%.or,
Page of
CHECKED BY:
T
Form 112 -5 -93
FIELD DENSITY TESTING F-
Report Number: 94021265.0064 lrerracon
Service Date: December 10, 2002 Dallas, Carpenter 247 Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: December 13, 2002
Attn: Robert Feille Project: Valley Ranch Baptist Church
1501 East Belt Line Road 1501 East Belt Line Rd
Coppell TX 75019 Coppell, TX
Project Number: 94021265
Material Information
Material Laboratory
No. Test Method
1. 212650005 ASTM D 698
Description and Classification
Med brown clay w /sand
Field Test Data
Test
No. Test Location
Paving /Parking @ NE Corner of Project
67 20' S & 15'W from NE corner of paving
68 40' S & 40'W from NE corner of paving
Lab Test Data
Optimum
Max. Lab
Water
Dry Unit
Content
Weight
( %)
(pcf)
fE:tYiGk�1
Project Reouirements
Water
Content Minimum Dry
Range Unit Weight
( %) (% compaction)
6ICE«:1.7
Probe
Water
Dry Unit
Dry Unit
Lift/ Mat. Depth
Content
Weight
Weight
Elevation No. (inches)
( %)
(pcf)
(% compaction)
Final 1 8 20.2 99.9 96
Final 1 8 20.5 99.2 95
Comments:
Test results on this report meet project specification.
Services - Perform in -place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test MethodASTM D2922, ASTM D3017
Gauge ID: 1614
Field Results Reported To: Contractor's Supt
Technician: Bryan C. Hughes
Report Distribution
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp
(1) Brockefte Davis Drake Inc (1) City of Coppell Building Inspector
(1) HKS Inc
(1) Valley Ranch Baptist Church
HBC Terracon
Reviewed by:
Husseirf H. Abusaad, P.E.
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. 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 Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page i of i
.1. Lwv,a,.rw,. s..
rONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021265.0054
Service Date: December 2, 2002
1 ��
Dallas, Carpenter Fnvy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church
Report Date: December 13, 2002
Attn: Robert Feille
Project: Valley Ranch Baptist Church
1501 East Belt Line Road
1501 East Belt Line Rd
Coppell TX 75019
Coppell, TX
ASTM C -1064
Project Number: 94021265
Material Information
Sample Information
Specified Strength: 3000 psi @ 28 Days
Sample Time: 11:20am Date Cast: December 2, 2002
Test Load
Technician: Terry L. Smith
Batch Time: 11:02am Plant: 3
Weather Conditions: Clear, mild
Supplier: LMC
Accumulative Yards: 10
Truck No: 1049 Ticket No: 3153619
Placement Method: Truck Discharge
Mix I.D. No.: 853
Sample Locations: Piers F /11, F /10
2,960
Placement Location: Piers
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, 0 F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.50
62
54
Specification
Test Method
Diameter
3 -5
ASTM C -143
ID
(inches) ( sq.
ASTM C -1064
1
1
ASTM C -1064
28.27
1
Age at Maximum
Compressive
Date
Test Load
Strength
Tested
(days) (lbs)
(psi)
12/09/2002
7 85,330
3,020
12/09/2002
7 83,800
2,960
Average
2,990
Set
Specimen
Diameter
Area
No.
ID
(inches) ( sq.
inches
1
1
6.00
28.27
1
2
6.00
28.27
1 3
1 4
12/30/2002 28
12/30/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. 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 Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 2 01 LL " 01 F " l V"
CONCRETE COMPRESSIVE STRENGTH TEST
lrerracon
Report Number: 94021265.0054
Specification
Service Date: December 2, 2002
6901 carpenter Frwy, Ste #100
Slump, inches:
Dallas, Texas 75247
3 -5
(214) 630 -1010
Client: Valley Ranch Baptist Church
Report Date: December 13, 2002
Attn: Robert Feille
Project: Valley Ranch Baptist Church
1501 East Belt Line Road
1501 East Belt Line Rd
Coppell TX 75019
Coppell, TX
Project Number: 94021265
Material Information
Sample Information
Specified Strength: 3000 psi @ 28 Days
Sample Time: 5:23pm Date Cast: December 2, 2002
ASTM C -1064
Technician: Terry L. Smith
Batch Time: 5:00pm Plant: 3
Weather Conditions: Clear, mild
Supplier: 1-MC
Accumulative Yards: 10
Truck No: 947 Ticket No:
7122064 Placement Method: Truck Discharge
Mix I.D. No.: 853
Sample Locations: Piers F/6.5, F.7/7, C/8
Placement Location: See page 1
Field Test Data
Test
Result
Specification
Test Method
Slump, inches:
5.00
3 -5
ASTM C -143
Air Content, %:
Concrete Temperature,o F:
64
ASTM C -1064
Ambient Temperature, 0 F:
62
ASTM C -1064
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at Maximum
Compressive
Set Specimen Diameter
Area
Date
Test Load
Strength
No. ID (inches)
( sq. inches
Tested
(days) (lbs)
(psi)
2 1 6.00
28.27
12/09/2002
7 102,190
3,610
2 2 6.00
28.27
12/09/2002
7 99,400
3,520
Average
3,570
2 3
12/30/2002
28
2 4
12/30/2002
28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Terry L. Smith
Report Distribution: HBC/Terracon
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp
(1) Brockefle Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by
(1) HKS Inc
(1) Valley Ranch Baptist Church Hussein H. Abusaad, P.E.
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. 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 Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 2 of 2 rrw�o�- FAN•••.