ST0301A-LR100831 (2)R1-UAncE
G GEOTECHI'IfCRL
GRC?UP
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 -0631 Date Sampled: 08/27/2010
Report Date: 08/31/2010 Sampled By: Spooner, Charles
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: Intersection of Bethel Road & Shore Drive and Bridge Rip Rap Order Number: Vendor #9176
Contractor: JRJ Paving
Client: The City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 89748 -1
Test Method: See Below
TEST RESULTS Report No: 89748 -1
Page 1 of 1
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 4.0
Material:
Optimum
Maximum
Proctor
Moisture
Dry Density
Wet
Proctor No Date
(%)
(pcf)
Color / Description
7827 06/23/2010
13.5
115.4
Crushed Aggregate
7829 06/23/2010
18.0
106.0
Reddish Brown & Yellow Clay
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 4.0
Material:
Wet
Moisture
Dry
Test
Lift # /
Density
Content
Density
No.
Depth
Location (pcf)
%
(pcf)
1
Final
Eastbound Bethel Rd. to Shore Dr. at 126.9
14.4
110.9
intersection - Station 50 +50
2
Final
Eastbound Bethel Rd. - Station 49 +50 127.2
14.0
111.6
3
Final
Bridge Rip Rap slope - Station 43 +40 121.3
20.1
101.0
4
Final
Bridge Rip Rap slope - Station 43 +45 121.1
19.5
101.3
Percent
Proctor Spec. Moisture Proctor Pass
Number No. Deviation Density Fail
7827 1 +0.9 96.1 Pass
7827 1 +0.5 96.7 Pass
7829 1 +2.1 95.3 Pass
7829 1 +1.5 95.6 Pass
Gauge No.: 3473 Daily Standard Counts: 08/27/2010 DS: 3032 MS: 461
Test Methods: ASTM D6938 -07
Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1 -ec copy)
1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E.
1 -ec JRJ Paving Attn: Mr. Marty Murphy
1 -ec The City of Coppell Attn: Rhonda Adloo
1 -hc The City of Coppell Attn: Mr. Larry Davis
Respectfully Submitted,
Alliance Geotechnical Group
Robert P. Nance, Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
ALLII9nCE
G GEOTECHnPCRL
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 -0631
Report Date: 08/31/2010
Project: Bethel Road Paving & Utility Improvements
Location: Bethel Road
Contractor: JRJ Paving
Client: The City of Coppell
REPORT: Proctor
TEST RESULTS
11_
108
104
_a
100
0
96
92
Date Sampled: 08/27/2010
Sampled By: Alvin Pointer
By Order Of: Larry Davis
Order Number: Vendor #9176
LAB NO: 89953
Report No: 89953
Page 1 of 1
- -------------------------- -------- --------- -------- - --------
i
i
i
i
I
88 L
4
100% Saturation
(SG = 2.65)
OMC, %:
18.5
MDD, pcf:
103.6
Description:
Cement Treated
Brown Sandy
Clay
Desc. of Ram.:
Mechanical
Prep. Method:
Dry
i
i
6 8 10 12 14 16 18 20 22 24 26 28 30 32
Moisture Content ( %)
Sieve % Passing
No. 200 100
Atterberg Limits: LL= NP PL = NP
Remarks: Sample #8386
Test Method: ASTM D -698 Method -A
Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1 -ec copy)
1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E.
1 -ec JRJ Paving Attn: Mr. Marty Murphy
1 -ec The City of Coppell Attn: Rhonda Adloo
1 -hc The City of Coppell Attn: Mr. Larry Davis
PI = NP
Respectfully Submitted,
Alliance Geotechnical Group
Robert P. Nance, Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.