Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995228 DEA: 07347904 EFIS: 0718000123
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-405-31.2/41.4
Work Description: COLD PLANE, PLACE HMA, RHMA, JPCP, ISR, & REPLACE BRIDGE SLABS.
Location Description: LOS ANGELES FROM WILSHIRE BOULEVARD UNDERCROSSING TO VICTORY BOULEVARD UNDERCROSSING
Contractor Name: RASMUSSEN/VANGUARD
Contractor Address: 28548 Livingston Ave, Valencia , CA,91355-4171
Resident Engineer: Denrick Bautista Structure Rep.: Gon Choi
DIME Sample ID: 2025-09-06-3
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: 09/06/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/06/2025
The quantity of what the sample constitutes: 1080 sf
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 25-2949
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
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: Various locations
Where the material sample would have been placed if not sampled:
DIME Test ID: 2025-09-06-3-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/07/2025
Date Tested: 09/06/2025
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: SB Rte I-405 Line HOV, Lane #1 & #2
Church Lane - Departure Slab
Lift #3
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2111 g/cc
|
|
Count or Density 1
|
2.05 g/cc
|
|
Count or Density 2
|
2.04 g/cc
|
|
Count or Density 3
|
2.06 g/cc
|
|
Standard Count Moisture
|
627 g/cc
|
|
Moisture Count 1
|
0.15 g/cc
|
|
Moisture Count 2
|
0.14 g/cc
|
|
Moisture Count 3
|
0.14 g/cc
|
|
Sum of Count or Density
|
6.15 g/cc
|
|
Average of Count or Density
|
2.05 g/cc
|
|
Sum of Moisture Count
|
0.43 g/cc
|
|
Average of Moisture Count
|
0.14 g/cc
|
|
Calculated Percent Relative Compaction
|
95.3 %
|
|
Reported Percent Relative Compaction
|
95 %
|
DIME Test ID: 2025-09-06-3-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/07/2025
Date Tested: 09/06/2025
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: SB Rte I-405 Line HOV, Lane #1 & #2
Church Lane - Departure Slab
Lift #3
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.05
|
|
Highest adjust wet density
|
2.15
|
|
Relative compaction
|
95
|
|
% Moisture
|
7.5 %
|
|
Optimum Moisture
|
no data
|
