Bank One-LR030825FIELD DENSITY TESTING
Report Number: 94031289,0015
Service Date: August 15, 2003
']rerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Sank One Texas NA
Attn: Danny Buckner
8111 Preston Suite 250
Dallas TX 75225
Report Date: August 25, 2003
Project: Bank One - Coppell TX
616 North Denton Tap Rd
Coppell, TX
Project Number: 94031289
Material Information
Material Laboratory Content
No. Test Method Description and Classification (%)
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Weight
(pcf)
1. 312890001 ASTM D 698 Tan & gray silty shaley clay w/sand
15.3 107.5
Field Test Data Probe Water
Test LiffJ Mat. Depth Content
No. Test Location Elevation No. (inches) (%)
Prelect Requirements
Water
Content Minimum Dry
R ~aP4A,e Unit Weight
/,"~o ) / (% compaction)
-1/+ 95
Dry Unit Dr,/Unit
Weight Weight
(pot') (% compaction)
4" Sanitary Sewer
26 Sra. 0+30 4' BEG 1 6 17.5 102.2 95
27 Sra. 0+30 3' BEG 1 6 16,4 103.2 96
28 Sta. 0+30 2' BEG 1 6 17.1 103.0 96
29 Sra. 0+30 1' BEG I 6 ....1..~...0~.. 102.8 96
30 Sta. 0+30 Final I 6 ~/')1 102.0 95
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: 32769
Technician: James L. Atnip
Report Distribution:
(1) Bank One Texas NA
(1) City of Coppell TX
(1) Aguirre Building Systems
(1) City of Coppell TX
Reviewed by:
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 on[y 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.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 940312890018
Service Date: August 15, 2003
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Bank One Texas NA
Attn: Danny Buckner
8111 Preston Suite 250
Dallas TX 75225
Report Date: August 25, 2003
Project: Bank One - Coppell TX
616 North Denton Tap Rd
Coppell, TX
Project Number: 94031289
Material Information
Specified Strength: 3000 psi @ 28 Days
BatchTime: 11:21am Plant: 02
Supplier: LDJ Ready Mix
Truck No: 731
Mix I.D. No.: 50
Water Added Onsite Before Test:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature,° F
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 34753
5 Gallons
Result
6.00
1.2
87
85
Set Specimen Diameter Area
No ID (inches) (sq. inches)
1 1 6.00 26.27
1 2 6.00 26.27
3
4
Sample Information
Sample Time: 12:25pm Date Cast:August 15, 2003
Technician: Eddie A EIrod
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Piers D/9, E/6.3, E/5, D.9/3
Placement Location: Piers- See Report #940312890017
Specification
Test Method
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
08/22/2003 7 88,830 3,140
08/22/2003 7 89,840 3,180
Average 3,160
09/12/2003 28
09/12/2003 28
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Eddie A. Elrod
Report Distribution:
(1) Bank One Texas NA
(1) Cily of Coppell TX
(1) Agui(re Suilding Systems
(1) City of Coppetl TX
Reviewed by:
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 wilhout the written approval of Terracon Test results transmitted herein are only applicable
to the actual samples tested at the Iocabon(s) reterenced and are not necessarily indicative of the properties of other apparently similar or identical
materials
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