ST0502B- LR150929flILLIANCE
GEOTIICRL
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
Report Date: 09/29/2015
Project: Freeport Parkway North
Location: Various Locations
Date Sampled: 09/25/2015
Sampled By: Overstreet, Champ
By Order Of: Walter
Order Number: 1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 194228
Test Method: See Below
TEST RESULTS
Optimum Maximum
Proctor Moisture Dry Density
Proctor No Date N (Pcf) Color / Descriphop I
Report No: 194228
Page 1 of 2
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
No.
Lift # /
Depth
Location
Wet
Density
(pcf)
Moisture
Content
%
Dry Percent
Density Proctor Spec. Moisture Proctor
(pcf) Number No. Deviation Density
Pass
Fail
1
Final
48" RCP Line C, Lat C-5 at
129.4
14.4
113.1 191363-1 1 +1.5 96.5
Pass
Station 0+50
2
-2'
48" RCP Line C, Lat C-5 at
129.5
15.9
111.7 191363-1 1 +3.0 95.3
Pass
Station 6+00
3
-1'
48" RCP Line C, Lat C-5 at
129.4
15.6
111.9 191363-1 1 +2.7 95.5
Pass
Station 6+00
4
4
48" RCP Line C, Lat C-5 at
129.0
15.7
111.5 191363-1 1 +2.8 95.1
Pass
Station 3+00
5
-2'
48" RCP Line C, Lat C-5 at
129.1
15.1
112.2 191363-1 1 +2,2 95.7
Pass
Station 3+00
6
-1'
48" RCP Line C, Lat C-5 at
128.9
14.5
112.6 191363-1 1 +1.6 96.1
Pass
Station 3+00
7
Final
48" RCP Line C, Lat C-5 at
129.0
14.3
112.9 191363-1 1 +1.4 96.3
Pass
Station 3+00
8
-1'
48" RCP Line C, Lat C-2 at
127.9
12.1
114.1 191363-1 1 -0.8 97.4
Pass
Station 0+75
9
Final
48" RCP Line C, Lat C-2 at
128.9
12.7
114.4 191363-1 1 -0.2 97.6
Pass
Station 0+75
Orig: City of Coppell (Coppell,
TX)Attn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Deparlment 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
RLLiRnce
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: 09/25/2015
Report Date: 09/29/2015
Sampled By:
Overstreet, Champ
Project:
Freeport Parkway North
By Order Of:
Walter
Location:
Various Locations
Order Number: 1770
Client:
City of Coppell
REPORT:
Nuclear Field Density Test
LAB NO:
194228
Test Method:
See Below
TEST
RESULTS
Report No:
194228
Page 2 of 2
Location:.
Wet
Moisture
Dry
Percent
Test
Lift # /
Density
Content
Density
Proctor Spec. Moisture
Proctor
Pass
No.
Depth Location
(pcf)
%
(pcf)
Number
No. Deviation
Density
Fail
10
-1' 48" RCP Line C, Lat C-3 at
129.4
14.7
112.8
191363-1
1 +1.8
96.2
Pass
Station 0+30
11
Final 48" RCP Line C, Lat C-3 at
129.4
13.6
113.9
191363-1
1 +0.7
97.2
Pass
Station 0+30
12
-3' 48" RCP Line C, Lat C-3 at
129.5
15.8
111.8
191363-1
1 +2.9
95.4
Pass
Station 0+00
13
-2' 48" RCP Line C at Station 0+00
129.5
14.2
113.4
191363-1
1 +1.3
96.8
Pass
14
-1' 48" RCP Line C at Station 0+00
129.7
14.0
113.8
191363-1
1 +1.1
97.1
Pass
15
Final 48" RCP Line C at Station 0+00
129.5
14.5
113.1
191363-1
1 +1.6
96.5
Pass
Gauge No.: 3412 Daily Standard Counts: 09/25/2015 DS: 2933 MS: 439
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
dr.�C,J
Perry C. Kakara, SE -f, 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.