MA1001-LR100702 (2)ALL If�"iCE
CEEOTEChNYIC19L
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: 06/30/2010
Report Date: 07/02/2010 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 on Denton Tap Order Number: Vendor #9176
Client: The City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 86891 -1
Test Method: See Below
TEST RESULTS Report No: 86891 -1
Page 1 of 1
Optimum
Proctor Moisture
Proctor No Date (%)
7676 06/07/2010 14.4
Maximum
Dry Density
(pcf) Color / Description
113.0 Reddish Brown Clay w /Gravel
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 4.0
Material:
Test
No.
Lift # /
Depth
Location
Wet
Density
(pcf)
Moisture
Content
%
Dry
Density
(pcf)
Proctor
Number
Spec.
No.
Moisture
Deviation
Percent
Proctor
Density
Pass
Fail
1
Final
Northbound lanes on Denton tap 30'
131.7
16.3
113.2
7676
1
+1.9
100.2
Pass
north of southeast corner of
intersection - Centerline
2
Final
Northbound lanes on Denton tap 48'
130.8
16.9
111.9
7676
1
+2.5
99.0
Pass
north of southeast corner of
intersection - Centerline
3
Final
Northbound lanes on Denton tap 75'
133.3
18.0
113.0
7676
1
+3.6
100.0
Pass
north of southeast corner of
intersection - Centerline
Gauge No.: 5669 Daily Standard Counts: 06/30/2010 DS: 3483 MS: 467
Remarks: Rock in subgrade aids in high compaction.
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
Robert P. Nance, Sr. Project Manager