Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214697 DEA: 07307104 EFIS: 0714000213
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-32.8
Work Description: CONSTRUCT BRIDGE.
Location Description: LOS ANGELES COUNTY IN AND NEAR AGOURA HILLS FROM 0.1 MILE WEST OF LIBERTY CANYON ROAD UNDERCROSSING TO 0.6 MILE EAST OF PALO COMADO OVERCROSSING
Contractor Name: CA Rasmussen
Contractor Address: 28548 LIVINGSTON AVENUE, VALENICA CA 91355
Resident Engineer: Sam Toutounchian Structure Rep.: Mehrzad "Max" Moheb
DIME Sample ID: 2024-03-12-18
TL Number from the TL Form:
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Department Acceptance
Type of Material: Soil
Sample Taken Date: 03/12/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/12/2024
The quantity of what the sample constitutes: 230 cy
A brief description of the sample: Soil for structure backfill.
From where was the sample collected: Job Site
Laboratory sample identification: 20-0441
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: C. A. Rasmussen, Inc.
The fabricator's/manufacturer's product name for the sample: Structural Backfill
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: from various location at structural backfill
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-03-12-18-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/25/2024
Date Tested: 03/12/2024
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density
|
2038 g/cc
|
Count or Density 1
|
1427 g/cc
|
Count or Density 2
|
1327 g/cc
|
Count or Density 3
|
1382 g/cc
|
Count or Density 4
|
1304 g/cc
|
Count or Density 5
|
1339 g/cc
|
Standard Count Moisture
|
657 g/cc
|
Moisture Count 1
|
173 g/cc
|
Moisture Count 2
|
147 g/cc
|
Moisture Count 3
|
163 g/cc
|
Moisture Count 4
|
195 g/cc
|
Moisture Count 5
|
150 g/cc
|
Sum of Count or Density
|
6779.00 g/cc
|
Average of Count or Density
|
1356.00 g/cc
|
Sum of Moisture Count
|
828.00 g/cc
|
Average of Moisture Count
|
166.00 g/cc
|
Count Ratio Density
|
0.67
|
Count Ratio Moisture
|
0.25
|
Calculated Percent Relative Compaction
|
95 %
|
Reported Percent Relative Compaction
|
95 %
|
DIME Test ID: 2024-03-12-18-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 03/25/2024
Date Tested: 03/12/2024
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material
|
No
|
In-place wet density
|
2.08
|
Highest adjust wet density
|
2.19
|
Relative compaction
|
95
|
% Moisture
|
no data
|
Optimum Moisture
|
no data
|