DR1201-LR131024 (3) OCT-31-2013 22:04 P.01
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AVA . _ .
Tex4s C \ JT, Inc.
Construction Materials Testing Poet-qt Fax Note 7671 Daie pages*
and Environmental Consulting • To Li/RRY D V 1 S From T s C M TJ we_
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•10044 Monroe Drive • Dallas., Texas 75229 • (214) Co.Co 'G/1C6f P4 S�r GEE Ci,t �'0i,T T-Ne.,
Phone# on L _3 g4 Phone#z i 4';c'- �57
Fax#en1,„_3 0 �c7p Fax# zi1/1_-3ci 6/71.
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report NN�o.37 (213-0135) Method:ASTM D6938 D698 Page 1 of 1
Client?Fain Grow. Material Description Maximum Optimum
/ Dry Density Moisture
Project: Creekview Drive Roadway (Lbs./cu.ft.) Content
Improvements 2013 (Percent)
1. Reddish Brown Clay 97.7 22.9
Test Date:October 18,2013 2. Yellowish Brown Clayey Sand 120.9 12.2
(Select Fill)
Report Date:October 24,:2013 3. Dark Brown Clay 99.5 22.9
4. Brown,Tan and Yellowish 97.9 23.7
Required Density(%):Min.95% Brown Clay
. 5. Dark Brown Clayey Sand with 116.4 12.5
Required Moisture(%): Dark Gray Shale Fragments -
Clays:OMC+0 to+4%; 6. Dark Gray Gravelly Clay with 108.2 17.1
Sand and/or Select Fill:OMC-3 to+3%; Shale Fragments
Cem-lime Treated:OMC-2 to+3% 7. Yellowish Brown&Olive Brown 107.3 _ 18.1
Clay with Gravel
8. Light-Brown Clayey Sand(Cem- 118.6 11.5
lime Treated)
9. Light Brown Clayey Sand(Cem- 113.9 14.0
lime Treated)
10. Orange Clayey Sand with 117.1 12.9
Sandstone Frags.&Occ.Gravel •
Test No. Material Probe Location/Elevation(and/or)Lift In-Place In-Place Percent
No. Depth Dry Density Moisture Compaction
(inches) (Lbs/Cu.Ft) Content(%) •o
96 10 6 Retest of No.95 : Sidewalk Subgr.."- 111.3 12.2 5.
North Side,Sta.2+00 <.
Test results meet prr ` cifi': eons. ,-
cc: Mr.Larry Davis-City of Coppell,Phone:972-3• f 4; a F.. :972- 4-35/0
Mr.George Marshall-City of Coppell,Phone:97,it.-3562• is E-mail:gMarshall @coppelltx.gov
Mr.Rod Lacy-The Fain Group,Phone: 817-927 ' :'v' -mail:rlacy @faingp. m 7 /j 47
Texas CMT, Inc. TBPE Firm: F-4521 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 Texas CMT,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.
OCT-31-2013 22:04 P.02
0
AIM
Tex s C \ T, Inc
Construction GEE Consultants, Inc.
and Environmental Consulting
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 35 2-6972 • www .texascmt.com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No.38 (213-0134) - Method:ASTM D6938 D698 Page 1 of 1
Client:City of Coppell Material Description Maximum Optimum
Dry Density Moisture
Project: Creekview Drive Roadway (Lbs./cu.ft.) Content '
Improvements 2013 (Percent)
1. Reddish Brown Clay 97.7 22.9
Test Date:October 18,2013 2. Yellowish Brown Clayey Sand 120.9 12.2
(Select Fill)
Report Date:October 24,2013 3. Dark Brown Clay 99.5 22.9
4. Brown,Tan and Yellowish 97.9 23.7
Required Density(%):Min.95% Brown Clay
5. Dark Brown Clayey Sand with 116.4 12.5
Required Moisture(%): Dark Gray Shale Fragments
Clays:OMC+0 to+4%; 6. Dark Gray Gravelly Clay with 108.2 17.1
Sand and/or Select Fill:OMC-3 to+3%; • Shale Fragments
Cem-lime Treated:OMC-2 to+3% 7. Yellowish Brown&Olive Brown 107.3 18.1
Clay with Gravel
8. Light Brown Clayey Sand(Cem- 118.6 11.5
lime Treated) •
9. Light Brown Clayey Sand(Cem- 113.9 14.0
lime Treated)
10. Orange Clayey Sand with 117.1 12.9
Sandstone Frags.&Occ.Gravel ' •
Test No. Material Probe Location/Elevation(and/or)Lift In-Place In-Place Percent
No. Depth Dry Density Moisture C " ,,. '
(inches) (Lbs/Cu.Ft.) Content(•/; °.)
97 10 6 Sidewalk Subgrade,North Side,Sta.4+00 123.0 11.7 1 A 105.0
98 10 6 Sidewalk Subgrade,North Side,Sta. 1+25 107.2 13.-�1 9_ "*
*Test results did not meet project specifications. 7....
cc: Mr.Larry Davis-City of Coppell,Phone:972-304-3684;via Fax:972-304-3571 /�
4-3562;via E-mail: . r .•/11tx.gov
Mr.George Marshall City of Coppell,Phone:972-304-3562; gM
Mr.Rod Lacy-The Fain Group,Phone:817-927 4388 via E-mail:rlacy @fain:• '
I le-
Texas CMT,Inc. TBPE Firm:F-4 1 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 Texas CMT,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 of the quantities of apparently identical or similar products.
1\1\i 1 1
OCT-31-2013 22:04 P.03
♦-
Texas. CMT, Inca
Construction Materials Testing GEE Consultants, Inc.
and Environmental Consulting
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352.6972 • www .texascmt.com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No.39 (213-0135) Method:ASTM D6938 D698 Page 1 of 1
Client:The Fain Group Material Description Maximum Optimum
Dry Density Moisture •
Project: Creekview Drive Roadway (LbsJcu.ft.) Content
Improvements 2013 (Percent)
1. Reddish Brown Clay 97.7 22.9
Test Date:October 19,21)13 2. Yellowish Brown Clayey Sand 120.9 12.2
(Select Fill)
Report Date:October 24,2013 3. Dark Brown Clay 99.5 22.9
• 4. Brown,Tan and Yellowish 97.9 23.7
Required Density(%):Min.95% Brown Clay
5. Dark Brown Clayey Sand with 116.4 12.5
Required Moisture(%): Dark Gray Shale Fragments
Clays:OMC+O to+4%; 6. Dark Gray Gravelly Clay with 108.2- 17.1
Sand and/or Select Fill: OMC-3 to+3%; Shale Fragments
Cem-lime Treated:OMC-2 to+3% 7. Yellowish Brown&Olive Brown 107.3 • 18.1
Clay with Gravel
8. Light Brown Clayey Sand(Cem- 118.6 • 11.5
lime Treated)
9. Light Brown Clayey Sand(Cem- 113.9 14.0 .
lime Treated)
10. Orange Clayey Sand with 117.1 12.9 •
Sandstone Frags.&Oct.Gravel
Test No. Material Probe Location/Elevation(and/or)Lift In-Place In-Place Percent
No. Depth Dry Density Moisture Com ction
(inches) (Lbs/Cu.Ft.) Content(%) /o)
99 10 6 Retest of No.98 112.8 13.5 96.3
Test results meet project specifications.
cc: Mr. Larry Davis-City of Coppell,Phone:972-304-3684;via Fax:972-304-3570
Mr.George Marshall-City of Coppell,Phone:972-304-3562;via E-mail:gMarshall@coppelltx.gov
Mr.Rod Lacy-The Fain Group,Phone: 817-927-4388;via E-mail:rlacy @faingp.com
Texas CMT,Inc. TIRE Firm: F-4521 Reviewed b
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 Texas CMT,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.
•
OCT-31-2013 22:05 P.04
A
A vA Texas CMT, Inc.
Construction Materials Testing GEE Consultants, Inc.
and Environmental Consulting
10044•Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No.40 (213-0134) Method:ASTM D6938 D698 Page 1 of 1
Client:The City of Coppell Material Description Maximum Optimum
Dry Density Moisture
Project: Creekview Drive Roadway (Lbs./cu.ft.) Content
Improvements 2013 (Percent)
1. Reddish Brown Clay 97.7 22.9
Test Date:October 19,2013 2. Yellowish Brown Clayey Sand 120.9 12.2
(Select Fill)
Report Date:October 24,2013 3. Dark Brown Clay 99.5 22.9
4. Brown,Tan and Yellowish 97.9 23.7
Required Density(%):Min.95% Brown Clay
5. Dark Brown Clayey Sand with 116.4 12.5
Required Moisture(%): Dark Gray Shale Fragments
Clays:OMC+0 to+4%; 6. Dark Gray Gravelly Clay with 108.2 17.1
Sand and/or Select Fill:OMC-3 to+3%; Shale Fragments
Cem-lime Treated:OMC-2 to+3% 7. Yellowish Brown&Olive Brown 107.3 18.1
Clay with Gravel
8. Light'Brown Clayey Sand(Cem- 118.6 113
lime Treated)
9. Light Brown Clayey Sand(Cem- 113.9 14.0
lime Treated)
10. Orange Clayey Sand with 117.1 12.9
•
Sandstone Frags.&Occ.Gravel
Test No. Material Probe Location/Elevation(and/or)Lift In-Place In-Place Percent
No. Depth Dry Density Moisture Compaction
(inches) (Lbs/Cu.Ft.) Content(%) (%)
100 3 6 Sidewalk,North Side,Sta.6+00 106.6 15.3* 107.1
101 10 6 S.Side E.-to-W.Running Water Line,Sta. 121.2 14.0 103.5
1+50,2'Below Existing Grade(B.E.G.)
102 10 6 S.Side E.-to-W.Running Water Line,Sta. 111.8 13.3 95.5
1+53, 1'B.E.G.
103 10 6 S.Side E.-W.Water Line,Sta. 1+60,Final 118.7 12.5 101.4
104 10 4 S.Side E.-to-W.Running Water Line,Sta. 115.4 15.2 98.5
3+00, 15"B.E.G.
OCT-31-2013 22:05 P.05
City of Coppell Report Date:October 24,2013
Test No. Material Probe Location/Elevation(and/or)Lift In-Place In-Place Percent
No. Depth Dry Density Moisture Compaction
(inches) (Lbs/Cu.Ft.) Content(%) (%)
105 4 6 S. Side E.-to-W.Running Water Line,Sta. 100.0 16.0 102.1
3+10,Final
106 10 6 S. Side E.-to-W.Running Water Line,Sta. 120.9 10.7 103.2
4+50,Final
* Larry Davis of City of Coppell accepted the result as he said that the contractor would water the subgrade
before concrete placement
cc: Mr.Larry Davis-City of Coppell,Phone:972-304-3684;via Fax:972-304-3570
Mr.George Marshall-City of Coppell,Phone:972-304-3562;via E-mail:gMarshall @coppelltx.gov
Mr.Rod Lacy-The Fain Group,Phone:817-927-4388;via E-mail:rlacy @faingp.com
Texas CMT,Inc. TBPE Firm: F-4521 Reviewed by: /:�K .....
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 Texas CMT,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.
Texas CMT,Inc. Project No.2134134 In-place Density Report e No.. 40
OCT-31-2013 22:05 P.06
A
AVA Texas CMT, Inc.
Construction Materials Testing GEE Consultants, Inc.
and Environmental Consulting
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No.11 (213-0134) • Method:ASTM D6938 D698 Page 1 of 1
Client:The City of Coppell Material Description Maximum Optimum
Dry Density Moisture .
Project: Creekview Drive Roadway (Lbs./cu.ft.) Content
Improvements 2013 (Percent)
1. Reddish Brown Clay 97.7 22.9
Test Date:October 22,2013 2. Yellowish Brown Clayey Sand 120.9 12.2
(Select Fill)
Report Date:October 24,2013 3. Dark Brown Clay 99.5 22.9
4. Brown,Tan and Yellowish 97.9 23.7
Required Density(%):Min.95% Brown Clay
- 5. Dark Brown Clayey Sand with. 116.4 12.5
Required Moisture(%): Dark Gray Shale Fragments
Clays:OMC+0 to+4%; 6. Dark Gray Gravelly Clay with 1.08.2., 17.1
•
Sand and/or Select Fill: OMC-3 to+3%; • Shale Fragments
Cem-lime Treated:OMC-2 to+3% 7. Yellowish Brown&Olive Brown 107.3 - 18.1
Clay with Gravel
8. Light Brown Clayey Sand(Cem- 118.6 11.5
lime Treated)
9. Light Brown Clayey Sand(Cem- 113.9 14.0
lime Treated)
10. Orange Clayey Sand with 117.1 12.9 . •
Sandstone Frags.&Ore.Gravel
Test No. Material Probe Location/Elevation(and/or)Lift In-Place In-Place Percent
No. Depth Dry Density Moisture Compaction
(inches) (Lbs/Cu.Ft.) Content(%) (%)
107 2. 8 Sidewalk Footing,North Side,50'W.of 115.6 18.0* 95.6
Storm Drain Inlet,Subgrade _
108 2 8 Sidewalk Footing,North Side,55'W.of 116.5 15.8* 96.4
Storm Drain Inlet,Subgrade
109 2 8 Sidewalk Footing,North Side, 120'W. of 117.6 14.8 97.3
Storm Drain Inlet,Subgrade
*Recommended acceptance to Larry Davis of City of Coppell
cc: Mr.Larry Davis-City of Coppell,Phone:972-304-3684;via Fax:972-304-3570
Mr.George Marshall-City of Coppell,Phone:972-304-3562;via E-mail: gMarshall @coppelltx.gov
Mr.Rod Lacy-The Fain Group,Phone:817-927-4388;via E-mail:rlacy @faingp.com
:
Texas CMT,Inc. TBPE Firm: F4521 Re viewed b � 11
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 Texas CMT,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.