Valley R Baptist 2-LR020823CONCRETE COMPRESSIVE STRENGTH TEST 7f �^
Report Number: 94021265.0018 clvctt EEatNc
81 Carpenter Service Date: August 15, 2002 D llas, Texas 75247 Suite atop
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: August 23, 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: 4500 psi @ 28 Days Sample Time: 2:55pm Date Cast: August 15, 2002
Technician: Marvin R. Arandia
Batch Time:
1:36pm
Supplier:
Hanson
Truck No:
1883
Mix I.D. No.:
9375
Plant: 29
Weather Conditions: Clear
Accumulative Yards: 3.50
Field Test Data
Test
Slump, inches:
3.00
ASTM C -143
Air Content, %:
Concrete Temperature, F:
95
ASTM C1064
Ambient Temperature, 0 F:
97
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)
1 1 6.00
28.27
08/22/2002
7 121,360
4,290
1 2 6.00
28.27
08/22/2002
7 119,290
4,220
Average
4,260
1 3
09/12/2002
28
1 4
09/12/2002
28
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 Engineering
(1) Rogers- OBrien Construction Co. (1) City of Coppell - Constr Insp
(1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by
(1) HKS Inc
(1) Valley Ranch Baptist Church Hussein H. Project M a 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.
Ticket No: 236882 Placement Method: Direct Discharge
Sample Locations: SW inlet near SW of property line
Placement Location: Inlet- SW of jobsite
Result Specification Test Method
Page 1 of 1
FIELD DENSITY TESTING r X_ ,�,w16.
Report Number: 94021265.0017 LWANELalnG
Service Date: August 15, 2002 8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: August 23, 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
Lab Test Data
Project Requirements
Optimum
Max. Lab
Water
40
Water
Dry Unit
Content
Minimum Dry
Material Laboratory
Content
Weight
Range
Unit Weight
No. Test Method Description and Classification
M
(pgf)
( %)
(% compaction)
1. 212650005 ASTM D 698 Med brown clay w /sand
18.2
103.9
-1/ +3
95
Field Test Data Probe
19.6
Water
Dry Unit
Dry Unit
Test Lift/ Mat. Depth
1 St
Content
Weight
Weight
No. Test Location Elevation No. (inches)
95
M
(pcf)
(% compaction)
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 Method:ASTM D2922, ASTM D3017
Gauge ID:
Technician: Phillip R. Green
Report Distribution: HBC Engineering
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp -q.,/1 6
(1) Brockette Davis Drake Inc (1) city of Coppell Building Inspector Reviewed by 4
(1) Valley n Ranch Baptist Church Hussein 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 1 of 1 ,,,o�. .,� w,
12" Storm Drain, Roof Drain
40
10'S and 35'W of SE corner of building
1st
1
6
20.8
98.9
95
41
10'S and 40'W of SE corner of building
2nd
1
6
19.3
99.4
96
42
10'S and 45'W of SE corner of building
3rd
1
6
19.6
100.1
96
43
10'S and 165'W of SE corner of building
1 St
1
6
20.0
98.8
95
44
10' S and 170'W of SE corner of building
2nd
1
6
20.3
99.8
96
45
10' S and 175'W of SE corner of building
3rd
1
6
19.1
102.4
99
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 Method:ASTM D2922, ASTM D3017
Gauge ID:
Technician: Phillip R. Green
Report Distribution: HBC Engineering
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp -q.,/1 6
(1) Brockette Davis Drake Inc (1) city of Coppell Building Inspector Reviewed by 4
(1) Valley n Ranch Baptist Church Hussein 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 1 of 1 ,,,o�. .,� w,