Prestwick-LR010713C]I · GEOTECHNICALENGINEERING
E · ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
· CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date:
Client:
Sample Date:
Project:
Identification:
Test Procedure:
July 13, 2001
B.A.V. Development, Inc.
July 10, 2001
Prestwick Court
Moisture Density Relationship
ASTM D698
Project No: 200-0361
Moisture Report No. 7
Test Results:
Method ......................................... A
Optimum Moisture Content ........................... 20.8 percent
Maximum Density ................................. 99.4 pounds per cubic foot
Rammer Type ..................................... Manual
Material Description ................................ Dark Brown & Brown Clay
Mae. rial Origin .................................... Station 0+00, 8" sanitary sewer
Moisture Preparation Procedure ......................... Air Dry
Liquid Limit ..................................... 50
Plastic Limit ..................................... 19
Plasticity Index ................................... 31
Percent Passing No. 200 U.S. Sieve ...................... 87
Technician: AT
Mr. Bob Delsanter - B.A.V. Development, Inc.
Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc.
Mr. Larry Davis - City of Coppell
Mr. Robert Hodges - Angelo Iafrate Construction, L.L.C.
Mr. Royce Carter - H&W Utility Contractor
apply only m the sample tested and/or observed, and are not necessarily indicative of the quanmies of apparently identical or similar products.
GEOTECHNICAL ENGINEERING
· ENV[RONMENTALCONSULTING GEE Consultants, Inc.
CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. I 1 (200-0361) Method: ASTM D2922 D3017 D698 Page 1 or' I
Client: B.A.V. Development, Inc. Material Description Maximum Optimum
Dry Moisture
Density Content
Project: Prestwick Court (Lbs/CuFt) Percent
1. Yellowish Brown Sandy Clay w/olive gray & occasional
Test Date: July 12, 2001 limestone Ilia 14.0
2. Light Gray Limestone w/gray sandy clay 106.5 15.7
3, Light Gray & Yellowish Brown Sandy Clay 110.5 14.0
Report Date: July 13, 2001 4. Gray Sandy Clay w/tan weathered limestone fragment~ 103.3 18.0
5. Brown Silty Clay 98.3 20.2
6. Brown Clayey Sand 116.2 11.6
Required Density (%): 95% - 105% 'L Dark Brown & Brown Clay 99.4 20.8
Required Moisture (%): Opt +5% (Clay);
Opt. _+ 3%(Sand)
Mat Locatio~'Elevation (and/or) Lift In-Place In-Place Percent
No. Dry Density Moisture Compactmn
Test
No. (Lbs/CuFt) Content (%)
Probe
Dept
4 Line A - Station 1+95, 3' BEG
29 107.5 1.8.2 104.1
4 Line A - Station 1 + 90, 6" BEG
30 104.9 19.4 101.6
4 4" Line A - service lateral for Lot 3, Block B, 3' BEG
31 103.3 19.1 i00.1
4 4" Line A - lateral for Lot 3, Block B, 1' BEG
32 105.7 18.3 102.4
Test results meet project specifications
cc: Mr. Bob Delsanter - B.A.V. Development, Inc. Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc.
Mr. Larry Davis - City of Coppell
Mr. Robert Hodges - Angelo Iafrate Construction, L.L.C.
Mr. Royce Carter - H&W Utility Contractor