ST0502B- LR160106tLLiAnce
GEOTKfM'IICAL
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: C15-0812
Date Sampled: 01/05/2016
Report Date: 01/06/2016
Sampled By: Branch, Eric
Project:
Freeport Parkway North
By Order Of: Walter
Location:
Southbound Freeport Parkway
Order Number: 1770
Client:
City of Coppell
15.3
REPORT:
Nuclear Field Density Test
LAB NO: 200466
Test Method: See Below
TEST RESULTS Report No: 200466
Page 1 of 2
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 4.0
Location:
Test
No.
Optimum
Maximum
Wet
Density
(pcf)
Proctor
Moisture
Dry Density
Spec.
No,
Proctor No Date
(%)
(pcf)
Color / Description
199727-3 12/18/2015
15.3
116.0
CTB Reddish Brown Sandy Clay
199925-2 12/21/2015
12.0
122.5
Cement Reddish Brown Sandy Clay
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 4.0
Location:
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
SG
Station 28+50 right of centerline
132.7
15.8
114.6
199727-3
1
+0.5
98.8
Pass
2
SG
Station 25+50 left of centerline
132.0
16.2
113.6
199727-3
1
+0.9
97.9
Pass
3
SG
Station 22+50 right of centerline
131.4
15.4
113.9
199727-3
1
+0.1
98.2
Pass
4
SG
Station 19+50 left of centerline
133.2
16.7
114.1
199727-3
1
+1.4
98.4
Pass
5
SG
Station 16+50 right of centerline
134.4
12.3
119.7
199925-2
1
+0.3
97.7
Pass
6
SG
Station 13+50 left of centerline
136.7
12.7
121.3
199925-2
1
+0.7
99.0
Pass
7
SG
Station 10+50 right of centerline
137.8
13.5
121.4
199925-2
1
+1.5
99.1
Pass
8
SG
Station 7+50 left of centerline
136.4
13.2
120.5
199925-2
1
+1.2
98.4
Pass
9
SG
Station 4+50 right of centerline
137.1
13.6
120.7
199925-2
1
+1.6
98.5
Pass
10
SG
Station 1+50 left of centerline
134.8
12.7
119.6
199925-2
1
+0.7
97.6
Pass
Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department 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.
' fiLLlfil'ICE
�G GEOTE-011ICf1L
GRCUF
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: C15-0812
Report Date: 01/06/2016
Project: Freeport Parkway North
Location: Southbound Freeport Parkway
Client: City of Coppell
Date Sampled: 01/05/2016
Sampled By: Branch, Eric
By Order Of: Walter
Order Number: 1770
REPORT: Nuclear Field Density Test LAB NO: 200466
Test Method: See Below
TEST RESULTS
Gauge No.: 1525 Daily Standard Counts: 01/05/2016 DS: 2416
Test Methods: ASTM D6938-10
CONFORMS
Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Report No: 200466
Page 2 of 2
MS: 461
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department 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.
PIL.LIfII'ICE
CiiWP
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: C15-0812 Date Sampled: 01/05/2016
Report Date:
01/06/2016
Sampled By:
Eric Branch
Project:
Freeport Parkway North
By Order Of:
Walter
Location:
Retests
Order Number: 1770
Client:
City of Coppell
REPORT.
Nuclear Field Density Test
LAB NO:
200467
Test Method:
See Below
TEST RESULTS Report No:
200467
Page 1 of 1
Optimum
Maximum
Proctor Moisture
Dry Density
Proctor No
Date (%)
(pcf)
Color / Description
191363-1
08/12/2015 12.9
117.2
Red Clayey sand with trace organics
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 3.0
Location
Test Lift # /
No. Depth Location
Wet Moisture Dry Percent
Density Content Density Proctor Spec. Moisture Proctor Pass
(pcf) % (pcf) Number No. Deviation Density Fail
1 -3' Retest of Test #1 taken 12/31/15 124.3 11.4
2 -2' Retest of Test #2 taken 12/31/15 124.8 11.1
3 -1' Retest of Test #3 taken 12/31/15 124.5 11.3
111.6 191363-1 1 -1.5 95.2 Pass
112.3 191363-1 1 -1.8 95.8 Pass
111.9 191363-1 1 -1.6 95.5 Pass
Gauge No.: 1525 Daily Standard Counts: 01/05/2016 DS: 2416 MS: 461
Test Methods: ASTM D6938-10
CONFORMS
Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department 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.