Valley R Baptist 2-LR030210FIELD DENSITY TESTING
Report Number: 94021265.0123
Service Date: January 30, 2003
lrerr acon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: February 10, 2003
Attn: Robert Feille Project: Valley Ranch Baptist Church
1501 East Belt Line Road 1501 East Belt Line Rd
Coppell TX 75019 Coppell, TX
Field Test Data
Project Number:
94021265
Water
Dry Unit
Dry Unit
Material Information
Mat.
Lab Test Data
Project Requirements
Weight
Weight
Optimum
Max. Lab
Water
N
(pcf)
(% compaction)
Water
Dry Unit
Content
Minimum Dry
Material Laboratory
Content
Weight
Range
Unit Weight
No. Test Method
Description and Classification
M
(pcf)
( %)
(% compaction)
1.212650003 ASTM D 698
Med & dk brown silty clay
16.4
104.6
-1/ +3
95
Field Test Data
Probe
Water
Dry Unit
Dry Unit
Test Lift/
Mat.
Depth
Content
Weight
Weight
No. Test Location Elevation
No.
(inches)
N
(pcf)
(% compaction)
Grade Beam Backfill
82 10' S and 30' E of NW corner of building 2.5' BEG
1
6
19.0
102.0
98
83 10' S and 60' E of NW corner of building 2.5' BEG
1
6
19.4
99.9
96
Datum: BEG = below existing grade
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:
Field Results Reported To: Contractor /Rogers- O'Brien
Technician: Bradford T. Rengstorff
Report Distribution:
(1) HKS Inc (1) City of Coppell - Constr Insp
(1) Rogers - O'Brien Construction Co. (1) Valley Ranch Baptist Church
(1) Brockette Davis Drake
(1) City of Coppell - Bldg Insp
HBC/Terracon
Reviewed by
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 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST llerr�acon
Report Number: 94021265.0126 8901 Carpenter Frvvy, Ste #100
Service Date: January 31, 2003 Dallas, Texas 75247
(214) 630 -1010
0, 2003
Client: Valley Ranch Baptist Church Report Date: February 1 Project: Valley Ranch Baptist Church
A Robert B
1501 East Belt Line Road op
C East Belt Line Rd
Coppell TX 75019 Coppell, TX
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 1:31 pm Plant: 7
Supplier: LMC
Truck No: 959 Ticket No: 7123256
Mix I.D. No.: 856
Project Number: 94021265
Sample Information
Sample Time: 1:45pm Date Cast: January 31, 2003
Technician: Christopher W. Eubanks
Weather Conditions: Sunny
Accumulative Yards: 20
Placement Method: Pump
Sample Locations: Top half of N.9 to J on 6.8 thru 9.8 line
Placement Location: Retaining walls- N.9 to J line @ 3.3 thru 6.2
& N.9 to J Line @ 6.8 thru 9.8 Line
Field Test Data
Test
Result
Specification
Test Method
Slump, inches:
5.25
3 -5
ASTM C -143
Air Content, %:
2.3
N/A
ASTM C -231
Concrete Temperature, 0 F:
655
ASTM C1064
Ambient Temperature, e F:
68
ASTM C -1064
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at
Maximum Compressive
Set Specimen Diameter
Area
Date
Test Load
(days) (lbs)
Strength
(psi)
No. ID (inches)
( sq. inches
Tested
1 1 6.00
28.27
02/07/2003
7 131,690
4,660
1 2 6.00
28.27
02/07/2003
7 133,040
4,700
Average
4,680
1 3
02/28/2003
28
1 4
02/28/2003
28
1 5
.6.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Christopher W. Eubanks
Report Distribution: HBC/Tn
(1) HKS Inc (1) City of Coppell - Conslr Insp
(1) Rogers - O'Brien Construction Co. (1) Valley Ranch Baptist Church Reviewed by
(1) Brockette Davis Drake Hussein H. Abusaad, P.E.
(1) City of Coppell - Bldg Insp 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