ST0301C- LR151204 (2)G1 • GEOTECHNICAL ENGINEERING
El • ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
Lf] • 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. 16 (215-140) Method: ASTM D6938 D698 Page 1 of 2
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: November 4, 2015
Report Date: December 15, 2015
Required Density (%): Min. 95%
Required Moisture (%'l: 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
3. Brown and Yellowish Brown Clayey Sand
108.1
16.1
W/ OCC. LS Frags and Sand Pkts.
4. Brown and Reddish Brown Clayey Sand
115.3
11.8
W/ LS gravel & Sandy Shale Frages
5. Brown Sandy Clay (Lime Treated) (North
96.7
22.4
Side)
6. Brown Sandy Clay (Lime Treated) (South
103.0
19.0
Side)
City of Coppell
December 15, 2015
cc:
Mr. Rick Odell - City of Coppell via E-mail: RodellacopRelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunasQcoppelltx.gov
Mr. George Marshall- City of Coppell via Email: gmarshallacoppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudillatiseol)aving.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 Repage
6
Page goof 2
G • GEOTECHNICAL ENGINEERING
E • ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
E 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. 17 (215-140) Method: ASTM D6938 D698 Page I of 5
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: November 10, 2015
Report Date: December 15, 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
3. Brown and Yellowish Brown Clayey Sand
108.1
16.1
W/ OCC. LS Frags and Sand Pkts.
4. Brown and Reddish Brown Clayey Sand
115.3
11.8
W/ LS gravel & Sandy Shale Frogs
5. Brown Sandy Clay (Lime Treated) (North
96.7
22.4
Side)
6. Brown Sandy Clay (Lime Treated) (South
103.0
19.0
Side)
City of Coppell
December 15, 2015
I 146 3 I 6 Coppell Rd. Water Line Lateral at StationI 107.1 I 18.0 99.1
10+39.11, 3' Below Grade
148 3 6 Coppell Rd. Water Line Lateral at Station 107.2 18.8 99.2
10+39.11, I" Below Grade
II 150 4 6 I Coppell Rd. Sanitary Sewer, Station 4+75,I 115.2 I 14.8 I 99.9
7' Below Final Grade
II 152 I 3 6 I Coppell Rd. Sanitary Sewer, Station 4+75,I 106.5 I 17.5 ` 98.5
5' Below Final Grade l
II 154 4 I 6 I Coppell Rd. Sanitary Sewer, Station 4+75,I 115.9 I 14.6 I 100.5 O
3' Below Final Grade
(I 156 ' 4 I 6 I Coppell Rd. Sanitary Sewer, Station 4+75, 116.0 I 14.5 I 100.6 I)
1' Below Final Grade
158 3 6 Coppell Rd. Sanitary Sewer, Station 8+00, 109.2 16.9 101.0
5' Below Grade
160 3 6 Coppell Rd. Sanitary Sewer, Station 8+00, 108.1 16.8 100.0
3' Below Grade
162 4 6 Coppell Rd. Sanitary Sewer, Station 8+00, 113.0 14.8 98,0
I' Below Grade
GEE Consultants, Inc. Project No. 215-140 In-place Density ReNo. 17
VPage 2 of 5
City of Coppell December 15, 2015
163 4 6 Coppell Rd. Sanitary Sewer, Station 8+00, 114.2 14.7 99.0
on Top of Grade
�Z 2 Z �''r� �✓� �i �x ����3� �� ✓� c�y��r�' �^� �4,�3,?�^��E �;���� r�,�, ��✓,,`�¢a � 2��: �� ^ray � rx�� �r s" r5
�. � ) lr` y^"' s �:s ^3 f _ �. tw. z�) vk�r t FY '�.+ � ✓ F� (}':^� ��. �j {� 4 F S i��-
2✓ s , ''�� r: "��`�r'm�'�'t` �� ��. �'��3 �� �, w�2 i � �S7ri�a3:� �'" ;iia
✓`� $'us a„ 2� �� � � �'��e^n' .� , x ��3�" ,,,. � y. 4y 3 as ,s,��� � ,Z' �. X � ✓^� � � �. '�
✓ z / �" r'�ti � � ✓� P w X kzy s � S I r � & �
���. x � ✓ y.es f, �z�`� ,Y,��" 5 � �'�, �, t o ✓ ✓ "�� c. F s ,,�L s� * '°s, y � r ,
_U,. ✓:: /� C� � 2' ,�� � �.�.,�v .A„; ,�F ��"�';;`,„r', SN:* � a-� �+.^, is N Y`"�i,�. <i 7 �. a� ,, x,.
165 3 6 Coppell Rd. Storm Drain Lateral Line F, 108.3 16.3 100.2
Station 9+15, 2' Below Grade
II 167 I 3 6 I Coppell Rd. Storm Drain Lateral Line F,I 105.9 I 19.3 I 98.0
Station 9+15, on Top of Grade
II 169 1 6 I Coppell Rd. Sanitary Sewer, Station 9+70,( 101.4 ( 13.9 ( 95.4
4' Below Final Grade
I� 171 I 1 I 6 I Coppell Rd. Sanitary Sewer, Station 9+70,I 106.5 I 13.9 I 100.2 II
2' Below Final Grade
I� 173 I 1 I 6 I Coppell Rd. Sanitary Sewer, Station 9+70, I 101.8 ( 15.5 I 95.8 I)
on Top of Final Grade
II 175 3 6 I Coppell Rd. Sanitary Sewer Lateral Service,I 107.6 I 18.8 I 99.5 �)
Station 9+89.55, 2' Below Final Grade
II 177 3 6 I Coppell Rd. Sanitary Sewer Lateral Service,( 105 6 I 18.9 I 97.7 I�
Station 9+89.55, on Top Grade
179 3 6 Coppell Rd. Storm Drain Lateral Line F, 106.1 19.1 98.1
Station 11+45.98, 2' Below Grade
GEE Consultants, Inc. Project No. 215-140 In-place Density Report No. 17
Page 3 of 5
City of Coppell
December 15, 2015
180 3 6
Coppell Rd. Storm Drain Lateral Line F,
109.3
17.3
101.1
Station 11+45.98, V Below Grade
3 N6,
✓"'Rt
182 3 6
Coppell Rd. Sanitary Sewer, Station 11+20,
104.6
18.5
96.8
6' Below Final Grade
II 184 I 4 6 Coppell Rd. Sanitary Sewer, Station 11+20,113.6 14.9 98.5
4' Below Final Grade I
II 186 I 3 6 Coppell Rd. Sanitary Sewer, Station 11 +20, 106.8 I 17.7 I 98.8
2' Below Final Grade I
188 3 6 Coppell Rd. Sanitary Sewer, Station 11+20, 110.2 17.8 101.9
on Top of Final Grade I
II 190 I 2 I 6 I Coppell Rd. Water Line, Station 16+00, V 102.7 17.7 I 98.0 II
Below Final Grade I
192 4 I 6 Coppell Rd. Sanitary Sewer, Station 12+95, 111.8 I 14.0, I 97.0
4' Below Final Grade 1 11
194 I 4 I 6 I Coppell Rd. Sanitary Sewer, Station 12+95,110.7 14.1 96.0
2' Below Final Grade I
196 4 6 Coppell Rd. Sanitary Sewer, Station 12+95, 111.2 13.3 96.4 11
on Top of Final Grade 1 11
GEE Consultants, Inc. Project No. 215-140 In-place Density Report No. 17
Page 4 of 5
City of Coppell December 15, 201.5
cc:
Mr. Rick Odell - City of Coppell via E-mail: Rodell@co22gfl!x.90_v
Mr. Michelle Matunas - City of Coppell via Email: mmatunasQg2pptL1tx_..&ov
Mr. George Marshall - City of Coppell via Email: gmarshall@co2pelltx.go
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(&tiseqRgyjRg&m
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: "77 '1 --
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. 17
Page 5 of 5
G1 • GEOTECHNICAL ENGINEERING
El • ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
J1• CONSTRUCTION MATERIALS TESTING
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. 18 (215-140) Method: ASTM D6938 D698 Page I of 3
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: November ][5,2015
Report Date: December 15, 2015
Required Density (%): Min. 95%
Required Moisture (%): General Fill - Opt.
Moisture Content -2% to +4%
Material DeErinlian-
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
3. Brown and Yellowish Brown Clayey Sand
108.1
16.1
W/ OCC. LS Frags and Sand Pkts.
4. Brown and Reddish Brown Clayey Sand
115.3
11.8
W/ LS gravel & Sandy Shale Frags
5. Brown Sandy Clay (Lime Treated) (North
96.7
22.4
Side)
6. Brown Sandy Clay (Lime Treated) (South
103.0
19.0
Side)
City of Cnnnell
December 15, 2015
GEE Consultants, Inc. rroject iNo. z 1 :5- j— 'age 2 of 3
City of Coppell December 15, 2015
* Marked tests did not meet the project specifications
cc:
Mr. Rick Odell - City of Coppell via E-mail: Rodell(a)coppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunasAc2Rpelltx- ov
Mr. George Marshall - City of Coppell via Email: gmarshall@coppelltx.Lov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(@tiseopavint;.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. 18
Page 3 of 3
G1 • GEOTECHNICAL ENGINEERING
E • ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
LE] • 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. 19 (215-140) Method: ASTM D6938 D698 Page I of 2
Client: City of Coppell
Project: Bethel & Coppell Rd.
Test Date: December 7, 2015
Report Date: December 15, 2015
Required Density (%): Min. 95%
Required Moisture (0/o): 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
3. Brown and Yellowish Brown Clayey Sand
108.1
16.1
W/ OCC. LS Frags and Sand Pkts.
4. Brown and Reddish Brown Clayey Sand
115.3
11.8
W/ LS gravel & Sandy Shale Frags
5. Brown Sandy Clay (Lime Treated) (North
96.7
22.4
Side)
6. Brown Sandy Clay (Lime Treated) (South
103.0
19.0
Side)
City of Coppell December 15, 2015
cc:
Mr. Rick Odell - City of Coppell via E-mail: RodellacoPRelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(aDcol)J2elltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshallacoRl2ellm.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudillatise2paving.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 ReVort No. 19
'Page 2 of 2