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.: Darwin Vargas
DIME Sample ID: 2024-03-26-60
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: 03/26/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/26/2024
The quantity of what the sample constitutes: 360 cy
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 24-0534
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CA Rasmussen Inc.
The fabricator's/manufacturer's product name for the sample: Aggregate Base
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: From various locations at Aggregate Base
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-03-26-60-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/12/2024
Date Tested: 03/26/2024
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
|
2027 g/cc
|
Count or Density 1
|
282 g/cc
|
Count or Density 2
|
299 g/cc
|
Count or Density 3
|
276 g/cc
|
Standard Count Moisture
|
668 g/cc
|
Moisture Count 1
|
171 g/cc
|
Moisture Count 2
|
194 g/cc
|
Moisture Count 3
|
173 g/cc
|
Sum of Count or Density
|
857 g/cc
|
Average of Count or Density
|
286 g/cc
|
Sum of Moisture Count
|
538 g/cc
|
Average of Moisture Count
|
179 g/cc
|
Count Ratio Density
|
0.14
|
Count Ratio Moisture
|
0.27
|
Calculated Percent Relative Compaction
|
96.9 %
|
Reported Percent Relative Compaction
|
97 %
|
DIME Test ID: 2024-03-26-60-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/12/2024
Date Tested: 03/26/2024
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
|
2.17
|
Highest adjust wet density
|
2.24
|
Relative compaction
|
97
|
% Moisture
|
no data
|
Optimum Moisture
|
no data
|