ST0301C- LR150710 (3)IG• GEOTECHNICAL ENGINEERING
ENVIRONMENTAL CONSULTING
E - GEE Consultants, Inc.
If] # CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive 0 Dallas, Texas 75229 0 (214) 352-5433 Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 1 (215-140) Method: ASTM D6938 D698 Page I of 2
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: June 4, 2015
Report Date: July 10, 2015
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +4%
Material Description
Maximum
Optimum
Dry Density
Moisture
(Lbs./cu.ft.)
Content
(Percent)
1. Light Brown Clayey Sand
106.3
13.8
W/ Gravel
2. Dark Brown Clayey Sand W/ Organics
104.8
15.2
I
3. Brown and Yellowish Brown Clayey Sand
108.1
16.1
W/ OCC. LS FRGS & SAI
11 1 1 3 1 6 1 Storm Drain Line F, Station 13+30, 1 st Lift 1 103.1 1 15.5 1 95.4 11
3 1 3 1 6 1 Storm Drain Line F, Station 13+30, 3rd Lift 1 112.7 1 15.6 1 104.2 11
5 1 3 1 6 1 Storm Drain Line F, Station 13+30, 5th Lift 1 112.3 1 15.1 1 103.9 11
7 1 3 1 6 1 Storm Drain Line F, Station 13+30, 7th Lift 1 111.3 1 14.6 1 102.9 11
9 1 3 1 6 1 Storm Drain Line F, Station 12+00, 2nd Lift 1 112.8 1 14.8 1 104.3 11
City of Coppell July 10, 2015
cc:
Mr. Rick Odell - City of Coppell via E-mail: Rodell coppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas@coppelltx.gov
Mr. George Marshall - City of Coppell via Email:
Mr. Robert Caudill - Tiseo Paving via Email: rcaudil.l@tiseopaving.com
GEE Consultants, Inc, TBPE Firm: F-3212 Reviewed by:
All letters and reports are for the exclusive use 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. 01
Page 2 of 2
• GEOTECHNICAL ENGINEERING
• ENVIRONMENTAL CONSULTING
GEE ConsulTants-, Inc,
LE] & CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 • Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 2 (215-140) Method: ASTM D6938 D698 Page I of 2
Client: City of Coppell
Project: Bethel & Coppell Rd.
I Test Date: June 4, 2015
Report Date: July 10, 2015
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +4% 11
Material Description
1. Light Brown Clayey Sand
W/ Gravel
2. Dark Brown Clayey Sand W/ Organics
3. Brown and Yellowish Brown Clayey Sand
W/ OCC. LS FRGS & SAI
Maximum
Optimum
Dry Density
Moisture
(Lbs./cuft)
Content
(Percent)
106.3
13.8
104.8 15.2
108.1 16.1
City nyCoppel|
cc:
Mr. Rick Odell City ofCoppo|via B^maO
Mr. Michelle Mat nuu-Cityof CoppuUvia Email:
Mr. George Marshall City ofCooncU via £moigov
--
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill@tiseopaving.com
Julv 10. 2015
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval ofGEE 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. 02
IGI - GEOTECHNICAL ENGINEERING
E • ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
1E1 # CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 3 (215-140) Method: ASTM D6938 D698 Page I of 2
Client: City of Co'ppell
Project: Bethel& Coppell Rd.
Test Date: June 4, 2015
Report Date: July 10, 2015
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +4%
Material Description
Maximum
Optimum
Storm Drain Line F, Station 8+00, 4th Lift
Dry Density
Moisture
98.3
(Lbs./cu.ft.)
Content
6
Storm Drain Lilie F, Station` 8+00, 5th Lift,
(Percent)
1. Light Brown Clayey Sand
106.3
13.8
W/ Gravel
6
Storm Drain Line F, Station 8+00, 6th Lift
2. Dark Brown Clayey Sand W/ Organics
104.8
15.2
3. Brown and Yellowish Brown Clayey Sand
108.1
16.1
W/ OCC. LS FRGS & SAI
116.0
14.4
1 21 1 3 1 6 1 Storm Drain Line F, Station 10+20, 7th Lift 1 110.8 1 14.7 1 102.5 1
1 23 1 3 1 6 1 Storm Drain Line F, Station 8+00, 2nd Lift 1 107.7 1 14.6 1 99.6 1
25
3
6
Storm Drain Line F, Station 8+00, 4th Lift
106.2
15.6
98.3
26
,'3
6
Storm Drain Lilie F, Station` 8+00, 5th Lift,
115,6
14.8
106'9
27
3
6
Storm Drain Line F, Station 8+00, 6th Lift
115.5
14.9
106.9
6
Storm Drain Line F, Station 8+00, 7th Lift
116.0
14.4
107.3
2'9
3
6
Storm Drain Line F, Station 6+30, 1st Lift 1
111.8
15.7
103.4
City of Coppell July 10, 2015
cc:
Mr. Rick Odell - City of Coppell via E-mail: Rodell@copi)elltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmattmas(-&oDPelltx.go
Mr. George Marshall - City of Coppell via Email: gmarshallc&coDVelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill'r6),tiseoRqY!!M.Com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without thc'T611 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. 03
Page 2 of 2
• GEOTECHNICAL ENGINEERING
VIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
I RM,
10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 4 (215-140) Method: ASTM D6938 D698 Page I of 2
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: June 4,2015
Report Date: July 10, 2015
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +4%
Material Description
1. Light Brown Clayey Sand
W/ Gravel
2. Dark Brown Clayey Sand W/ Organics
3. Brown and Yellowish Brown Clayey Sand
W/ OCC. LS FRGS & SAI
Maximum
Optimum
Dry Density
Moisture
(Lbs./cuft)
Content
(Percent)
106.3
13.8
104.8 15.2
108.1 16.1
City of Coppell
cc:
Mr. Rick Odell - City of Coppell via E-mail: Rode I KDcoppe I Itx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas@cool2elltx.Ro
Mr. George Marshall - City of Coppell via Email: gmarshallgcoppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudilKiDtiseol2aving.com
Julv 10. 2015
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: ____
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced with—out 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. 04
Page 2 of 2