Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995129 DEA: 07346204 EFIS: 0718000072
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA,VEN-2,23,101-Var
Work Description: UPGRADE AND INSTALL NEW TRANSPORTATION MANAGEMENT SYSTEM ELEMENTS.
Location Description: LOS ANGELES AND VENTURA COUNTIES AT VARIOUS LOCATIONS
Contractor Name: SELECT ELECTRIC, INC.
Contractor Address: Unknown
Resident Engineer: JOSEPH SOLAIMAN TEHRANI Structure Rep.: Aziz Maghsoudloo
DIME Sample ID: 2025-07-02-12
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: 07/02/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/02/2025
The quantity of what the sample constitutes: 93 sy
A brief description of the sample: Location69-23 Fwy SB Sta. 59+67-60+37
From where was the sample collected: Job Site
Laboratory sample identification: 25-2143
Structure unique identifier:
Structure name: Location69-23 Fwy SB Sta. 59+67-60+37
The fabricator/manufacturer/facility name: NA
The fabricator's/manufacturer's product name for the sample: Subgrade
The fabricator/manufacturer designation for the sample: various location sugrade
A detailed description of where the material sample was collected: Jobsite
Where the material sample would have been placed if not sampled: Jobsite
DIME Test ID: 2025-07-02-12-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 07/03/2025
Date Tested: 07/03/2025
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
|
2116 g/cc
|
|
Count or Density 1
|
1.8 g/cc
|
|
Count or Density 2
|
1.84 g/cc
|
|
Count or Density 3
|
1.89 g/cc
|
|
Standard Count Moisture
|
647 g/cc
|
|
Moisture Count 1
|
0.07 g/cc
|
|
Moisture Count 2
|
0.18 g/cc
|
|
Moisture Count 3
|
0.31 g/cc
|
|
Sum of Count or Density
|
5.53 g/cc
|
|
Average of Count or Density
|
1.84 g/cc
|
|
Sum of Moisture Count
|
0.56 g/cc
|
|
Average of Moisture Count
|
0.19 g/cc
|
|
Calculated Percent Relative Compaction
|
93.1 %
|
|
Reported Percent Relative Compaction
|
93 %
|
DIME Test ID: 2025-07-02-12-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 07/03/2025
Date Tested: 07/03/2025
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
|
1.84
|
|
Highest adjust wet density
|
1.98
|
|
Relative compaction
|
93
|
|
% Moisture
|
11.3 %
|
|
Optimum Moisture
|
11.3 %
|