Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000208 DEA: 07346004 EFIS: 0718000070
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-11.0/23.5
Work Description: CONSTRUCT MVPS, PAVE BEYOND THE GORE, INSTALL GATES & CABLE RAILING.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM NORTH OF VINELAND AVENUE TO NORTH OF WINNETKA AVENUE
Contractor Name: YAKAR
Contractor Address: Unknown
Resident Engineer: VLADIMIR GURFINKEL Structure Rep.: Unknown
DIME Sample ID: 2024-12-24-4
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: Acceptance
Type of Material: Soil
Sample Taken Date: 12/24/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/24/2024
The quantity of what the sample constitutes: 133 sy
A brief description of the sample: SB Balboa on-ramp Location 40 19+59 to 20+44
From where was the sample collected: Job Site
Laboratory sample identification: 24-3986
Structure unique identifier:
Structure name: SB Balboa on-ramp Location 40 19+59 to 20+44
The fabricator/manufacturer/facility name: Contractor
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: Job site
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-12-24-4-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/05/2025
Date Tested: 12/24/2024
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) 407-6963
General Comments for this Test: Notified inspector Sam Manila of result
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2152 g/cc
|
|
Count or Density 1
|
2.02 g/cc
|
|
Count or Density 2
|
1.99 g/cc
|
|
Count or Density 3
|
2.08 g/cc
|
|
Standard Count Moisture
|
621 g/cc
|
|
Moisture Count 1
|
0.23 g/cc
|
|
Moisture Count 2
|
0.22 g/cc
|
|
Moisture Count 3
|
0.24 g/cc
|
|
Sum of Count or Density
|
6.09 g/cc
|
|
Average of Count or Density
|
2.03 g/cc
|
|
Sum of Moisture Count
|
0.69 g/cc
|
|
Average of Moisture Count
|
0.23 g/cc
|
|
Calculated Percent Relative Compaction
|
91.9 %
|
|
Reported Percent Relative Compaction
|
92 %
|
DIME Test ID: 2024-12-24-4-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/05/2025
Date Tested: 12/24/2024
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) 407-6963
General Comments for this Test: Notified inspector Sam Manila of result
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.03
|
|
Highest adjust wet density
|
2.21
|
|
Relative compaction
|
92
|
|
% Moisture
|
12.8 %
|
|
Optimum Moisture
|
14.8 %
|
