Sample Record for 2025-09-20-8
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
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
Sample Information
DIME Sample ID: 2025-09-20-8
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: Aggregate
Sample Taken Date: 09/20/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/20/2025
The quantity of what the sample constitutes: 990 SF
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 25-3110
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
Material Information
Source Identification (SMARA, name of Pit or Job Site): NA
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: CTM 231 Test Holes
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 2
DIME Test ID: 2025-09-20-8-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/23/2025
Date Tested: 09/20/2025
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:
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.09
|
|
Highest adjust wet density
|
2.17
|
|
Relative compaction
|
96
|
|
% Moisture
|
10.8 %
|
|
Optimum Moisture
|
10.8 %
|
Test 2 of 2
DIME Test ID: 2025-09-20-8-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/23/2025
Date Tested: 09/20/2025
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:
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2203 g/cc
|
|
Count or Density 1
|
2.08 g/cc
|
|
Count or Density 2
|
2.07 g/cc
|
|
Count or Density 3
|
2.12 g/cc
|
|
Standard Count Moisture
|
629 g/cc
|
|
Moisture Count 1
|
0.21 g/cc
|
|
Moisture Count 2
|
0.22 g/cc
|
|
Moisture Count 3
|
0.18 g/cc
|
|
Sum of Count or Density
|
6.27 g/cc
|
|
Average of Count or Density
|
2.09 g/cc
|
|
Sum of Moisture Count
|
0.61 g/cc
|
|
Average of Moisture Count
|
0.2 g/cc
|
|
Calculated Percent Relative Compaction
|
96.3 %
|
|
Reported Percent Relative Compaction
|
96 %
|
