Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995038 DEA: 07347004 EFIS: 0718000092
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-710-9.6/T32.1
Work Description: DRAINAGE SYSTEM RESTORATION.
Location Description: LOS ANGELES COUNTY IN LONG BEACH AND PASADENA AT VARIOUS LOCATIONS
Contractor Name: DOJA INC
Contractor Address: Unknown
Resident Engineer: Ramon Robillos Structure Rep.: Matthew Remo
DIME Sample ID: 2025-04-03-49
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: 04/03/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/03/2025
The quantity of what the sample constitutes: 200 CY
A brief description of the sample: aggregate base
From where was the sample collected: Job Site
Laboratory sample identification: 25-1071
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DOJA 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 location at aggregate base
Where the material sample would have been placed if not sampled:
DIME Test ID: 2025-04-03-49-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/08/2025
Date Tested: 04/03/2025
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
|
1.98
|
|
Highest adjust wet density
|
2.15
|
|
Relative compaction
|
92
|
|
% Moisture
|
9.6 %
|
|
Optimum Moisture
|
11.6 %
|
DIME Test ID: 2025-04-03-49-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/08/2025
Date Tested: 04/03/2025
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
|
2069 g/cc
|
|
Count or Density 1
|
2.11 g/cc
|
|
Count or Density 2
|
1.98 g/cc
|
|
Count or Density 3
|
1.84 g/cc
|
|
Standard Count Moisture
|
645 g/cc
|
|
Moisture Count 1
|
0.19 g/cc
|
|
Moisture Count 2
|
0.19 g/cc
|
|
Moisture Count 3
|
0.14 g/cc
|
|
Sum of Count or Density
|
5.93 g/cc
|
|
Average of Count or Density
|
1.98 g/cc
|
|
Sum of Moisture Count
|
0.52 g/cc
|
|
Average of Moisture Count
|
0.17 g/cc
|
|
Calculated Percent Relative Compaction
|
91.9 %
|
|
Reported Percent Relative Compaction
|
92 %
|
