ST9902-LR130807- I ALLIANCE
GEOTECHNIML
GR OU r
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: C13 -0634
Date Sampled: 08/06/2013
Report Date:
08/07/2013
Spec.
No.
Sampled By: Roberts, Duce
Project:
West Sandy Lake Road
1
By Order Of:
Location:
RCP Storm Box
17.7
Order Number: 1770
Client:
City of Coppell
+1.1
96.6
REPORT:
Nuclear Field Density Test
LAB NO: 149619
Test Method: See Below
TEST RESULTS
Report No: 149619
2
-7'
8x3 RCP Storm Box Line F - Station
Page 1 of 2
17.1
Optimum
Maximum
1
+0.5
Proctor Moisture
Dry Density
Proctor No
Date (%)
(pcf) Color / Description
148639 -1
07/17/2013 16.6
106.2 Dark Brown Sandy Clay
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 0.0 4.0
Location:
Test
No.
Lift # /
Depth
Location
Wet Moisture
Density Content
(pcf) %
Dry
Density
(pcf)
Proctor
Number
Spec.
No.
Moisture
Deviation
Percent
Proctor
Density
Pass
Fail
1
-8'
8x3 RCP Storm Box Line F - Station
120.8
17.7
102.6
148639 -1
1
+1.1
96.6
Pass
2 +00
2
-7'
8x3 RCP Storm Box Line F - Station
121.2
17.1
103.5
148639 -1
1
+0.5
97.5
Pass
2 +00
3
-6'
8x3 RCP Storm Box Line F - Station
120.9
17.0
103.3
148639 -1
1
+0.4
97.3
Pass
2 +00
4
-5'
8x3 RCP Storm Box Line F - Station
120.2
16.6
103.1
148639 -1
1
+0.0
97.1
Pass
2 +00
5
4
8x3 RCP Storm Box Line F - Station
119.9
18.8
100.9
148639 -1
1
+2.2
95.0
Pass
2 +00
6
-3'
8x3 RCP Storm Box Line F - Station
120.7
17.6
102.6
148639 -1
1
+1.0
96.6
Pass
2 +00
7
-2'
8x3 RCP Storm Box Line F - Station
120.1
18.3
101.5
148639 -1
1
+1.7
95.6
Pass
2 +00
8
Final
8x3 RCP Storm Box Line F - Station
120.1
18.8
101.1
148639 -1
1
+2.2
95.2
Pass
2 +00
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
n
Perry C. Kakara, 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 CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
GEOTECHNICFIL
Acct ID: 1770
Report Date: 08/07/2013
Project: West Sandy Lake Road
Location: RCP Storm Box
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
File No: C13 -0634 Date Sampled: 08/06/2013
Sampled By: Roberts, Duce
By Order Of:
Order Number: 1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 149619
Test Method: See Below
TEST RESULTS Report No: 149619
Page 2 of 2
Gauge No.: 4877 Daily Standard Counts: 08/06/2013 DS: 4008 MS: 497
Remarks: Locations are approximate. AGG did not witness backfilling operations.
Test Methods: ASTM D6938 -10
CONFORMS
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, 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.