Freeport NIP(6)-LR060220LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94061061.0001
Service Date: February 9, 2006
'll'erracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Pacific Builders
Attn: Brendan Mullen
3360 East Wiley Post Rd Ste 100
Carrollton TX 75006
Report Date: February 20,. 20.06
Project: Citigroup Additions _ '~
Real Estate Servi¢.C,~EPrter
11T'f~dhpo nt Drive
Coppell, TX
Project Number: 94061061
Material Information
Contractor: Pyramid
Source of Material: Native material
Proposed Use: Common Fill
USCS: CH
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
ASTM D 698
Method A
Moist Method
Mechanical
Maximum Dry Unil Weight, pcf: 100.0
Optimum Water Content, %: 21.5
Sample Information
Sampled By: Carlos D. Dotson
Sample Location: Stockpile
Sample Description: Dark brown clay w/gravel
Result Specifications
Liquid Limit: 65
Plastic Limit: 23
Plasticity Index: 42
% Passing #200: 83.0
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2 70
Services- Moisture-Density Relations
Report Distribution:
(1) Pacific Buildels
(1) City of Coppell TX
(1) Cily of Coppell TX
Technician:Carlos D. Dotson
Reviewed by:
Eric J Cleveland, PE.
Senior Project Engineer
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 consent of our company Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are net necessarily indicative of the properties of other apparently similar or identical
materials
FIELD DENSITY TESTING
Report Number: 94061061.0002
Service Date: February 9, 2006
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Pacific Builders
Attn: Brendan Mullen
3360 East Wiley Post Rd Ste 100
Carrollton TX 75006
Report Date: February 20, 2006
Project: Citigroup Additions
Real Estate Services Center
1111 Nodhpoint Drive
Coppell, TX
Project No.: 94061061
Material Information
Lab Test Data Proiect Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Material Laboratory Content Weight Content Unit Weight
No. Test Method Description and Classification (%) (pc0 (%) (% compaction)
1 610610001 ASTM D 698 Dark brown clay w/gravel 21.5 100.0 -2/+4 ~(..95~
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elev, No. (inches) (%) (pc0 (% compaction)
Plumbing Line at Cafeteria between
Gridline Q & P
1 Line between 11-12 1' BFG 1 6 22.1 98.2
2 Line between 5-7 1' BFG 1 6 22.4 98.4
Datum: BFG = below final 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: 35367
Technician: Carros D. Dotson
Report Distribution:
(1) Pacific E~uilders
(1) City of Coppell TX
(1) City of Coppell TX
Reviewed by:
Eric J Cteveland, PE.
Senior Project Engineer
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 consent of our company. 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