MA1001-LR100625 (2)AU_IAhtCE
CEOTECtNYICAL
CROt1P
Consulting Engineering " Geotechnical Engineering ` Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
Acct ID:
1770
File No: C10 -0535
Date Sampled: 06/22/2010
Report Date:
06/25/2010
Sampled By:
Ruiz, Luis
Project:
Denton Tap & Sandy Lake
Brick Paver Replacement C.I.P Project
By Order Of:
Rick O'Dell
Wet
MA 10 -01
Dry
Location:
West Intersection at Denton Tap and Sandy Lake
Order Number:
Vendor #9176
Client:
The City of Coppell
Density Content
Density
Proctor
REPORT:
Nuclear Field Density Test
Proctor
LAB NO:
86711
Depth
Location
(pcf)
Test Method:
See Below
Number
No.
TEST RESULTS
Report No:
86711
1
Final
West intersection at Denton Tap and
Page 1 of 1
14.8
113.5
Optimum
Maximum
+2.4
95.9
Pass
Proctor Moisture
Dry Density
Sandy Lake
Proctor No
Date (%)
(pcf) Color / Description
7677
06/07/2010 12.4
118.3 Reddish Sandy Clay
Final
West intersection at Denton Tap and
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 0.0 4.0
Material:
Wet
Moisture
Dry
Percent
Test
Lift # !
Density Content
Density
Proctor
Spec.
Moisture
Proctor
Pass
No.
Depth
Location
(pcf)
%
(pcf)
Number
No.
Deviation
Density
Fail
1
Final
West intersection at Denton Tap and
130.3
14.8
113.5
7677
1
+2.4
95.9
Pass
Sandy Lake
2
Final
West intersection at Denton Tap and
131.9
14.0
115.7
7677
1
+1.6
97.8
Pass
Sandy Lake
3
Final
West intersection at Denton Tap and
129.7
12.6
115.2
7677
1
+0.2
97.4
Pass
Sandy Lake
Gauge No.: 3650 Daily Standard Counts: 06/22/2010 DS: 2934 MS: 449
Remarks: Mositure density requirements were required by Mr. Rick O'Dell with The City of Coppell.
Test Methods: ASTM D6938 -07
Charge: The City of Coppell Attn: George S. Marshall, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E.
(1 -ec copy)
1 -ec Jim Bowman Construction Company, LP Attn: Lee Halencak, P.E.
1 -ec The City of Coppell Attn: Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Robert P. Nance, Sr. Project Manager
MLLInNCE
GE
GROUP '
Consulting Engineering " Geotechnical Engineering ' Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
Acct ID: 1770 File No: C10 -0535 Date Sampled: 06/23/2010
Report Date: 06/25/2010 Sampled By: Wingerd, Pierce
Project: Denton Tap & Sandy Lake Brick Paver Replacement C.I.P Project By Order Of: Rick O'Dell
MA 10 -01
Location: Northbound Lanes of Denton Tap and Sandy Lake Order Number: Vendor #9176
Client: The City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 86760 -1
Test Method: See Below
TEST RESULTS Report No: 86760 -1
Page 1 of 1
Optimum
Proctor Moisture
Proctor No Date (%)
7677 06/07/2010 12.4
Maximum
Dry Density
(pcf) Color / Description
118.3 Reddish Sandy Clay
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 0.0 4.0
Material:
Test Lift # /
No. Depth Location
Wet Moisture Dry
Density Content Density
(pcf) % (pcf)
Percent
Proctor Spec. Moisture Proctor Pass
Number No. Deviation Density Fail
1 Final Northbound Denton Tap and Sandy 130.4
Lake intersection 25' north of
southeast corner of intersection
Centerline of northbound
2 Final Northbound Denton Tap and Sandy 131.2
Lake intersection 75' north of
southeast corner of intersection
Centerline of northbound
14.3 114.1 7677 1 +1.9 96.4 Pass
13.8 115.3 7677 1 +1.4 97.5 Pass
Gauge No.: 5669 Daily Standard Counts: 06/23/2010 DS: 3495 MS: 465
Test Methods: ASTM D6938 -07
Charge: The City of Coppell Attn: George S. Marshall, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E.
(1 -ec copy)
1 -ec Jim Bowman Construction Company, L.P Attn: Lee Halencak, P.E.
1 -ec The City of Coppell Attn: Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
- 4 V--
Robert P. Nance, Sr. Project Manager