ST0301C- LR160121 (3)Ld" * GEOTECHNICAL ENGINEERING
ki
91
.E -ENVIRONMENTAL CONSULTING GAE (Consultants,, Inc,
E *CONS RUCTION 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. 29 (215-140) Method: ASTM D2922 D3017 D698 Page I of 2
Client: City of Coppell Material Description Maximum Optimum
Dry Density Moisture
Project: Bethel & Coppell Rd. (Lbs./cu.ft.) Content
(Percent)
1. Light Brown Clayey Sand 106.3 13.8
Test Date: Januaryl9,2016 W/ Gravel
2. Dark Brown Clayey Sand W/ Organics 104.8 15.2
Report Date: January, 21, 2016 3. Brown and Yellowish Brown Clayey Sand 108.1 16.1
W/ OCC. LS Frags and Sand Pkts.
Required Density (%): Min. 95% 4. Brown and Reddish Brown Clayey Sand 115.3 11.8
W/ LS gravel & Sandy Shale Frags
Required Moisture (%): General Fill - Opt. 5* Brown Sandy Clay (Lime Treated) (North 96.7 22.4
Moisture Content -2% to +4% Side)
6. Brown Sandy Clay (Lime Treated) (South 103.0 19.0
Side)
7. Reddish Brown Clayey Sand and Reddish 112.2 14.0
Brown, Yellow Brown and Light Gray Sandy
Shaley Clay
8. Dark Gray and Gray Sandy Clay 102.4 19.8
267 4 6 Lateral B-2, 18" Storm Drain, 3' Below 120.2 13.3 104.3
Final Grade I
269 I 7 6 1 Lateral B-2, 18" Storm Drain, I'BelowI 117.3 I 14.6 I 104.5
Final Grade
271 I 7 I 6 Line B, Station 1+20, 24" Storm Drain, 3'110.8 16.9 98.8
Bellow Final Grade I
273 7 6 Line B, Station 1+20, 24" Storm Drain, F 113.8 15.9 101.4
Bellow Final Grade I
City of Coppell January 21, 2016
I 274 ( 7 ( 6 Line B, Station 1+20, 24" Storm Drain, on I
109.0 I 16.4 I 97.1
Final Grade
276 ( 8 ( 6 ( Line A, 21" Storm Drain, V Bellow FinalI 105.1 21.4 102.6 II
Grade
cc:
Mr. Rick Odell - City of Coppell via E-mail: Rodell(@,,coppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunasAcoppelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall(cbcoppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(&tiseopaving.com
GEE Consultants. Inc. TBPE Firm: F-3212 Reviewed bv:
All letters and reports are for the exclusiveuse of the client to whom they are addressed and shall not be reproduced without the full approval of GEE Consultants, Inc
The use of our name must receive our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative
of the quantities of apparently identical or similar products
GEE Consultants, Inc. Project No. 215-140 In -Place Density Report No. 29
Page 2 of 2