Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000605 DEA: 07358404 EFIS: 0719000111
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-R4.7/18.9
Work Description: REPLACE AND LINE CULVERT AND CONSTRUCT GROSS SOLIDS REMOVAL DEVICE.
Location Description: THE CITY AND COUNTY OF LOS ANGELES AT VARIOUS LOCATIONS FROM 0.2 MILE EAST BUNDY DRIVE UNDERCROSSING TO 0.1 MILE WEST SOTO STREET OVERCROSSING
Contractor Name: YAKAR
Contractor Address: 689 East San Bernardino Rd. Covina, CA 91723
Resident Engineer: Jeanette Vong Structure Rep.: Unknown
DIME Sample ID: 2025-06-27-9
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: 06/27/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/27/2025
The quantity of what the sample constitutes: 15.5 sy
A brief description of the sample: Location #1 Granville Ave Eastbound I-10
From where was the sample collected: Job Site
Laboratory sample identification: 25-2110
Structure unique identifier:
Structure name: Location #1 Granville Ave Eastbound I-10
The fabricator/manufacturer/facility name: NA
The fabricator's/manufacturer's product name for the sample: Embankment
The fabricator/manufacturer designation for the sample: various Embankment
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: 2025-06-27-9-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/30/2025
Date Tested: 06/30/2025
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
|
2117 g/cc
|
|
Count or Density 1
|
2.06 g/cc
|
|
Count or Density 2
|
2 g/cc
|
|
Count or Density 3
|
1.93 g/cc
|
|
Standard Count Moisture
|
632 g/cc
|
|
Moisture Count 1
|
0.2 g/cc
|
|
Moisture Count 2
|
0.21 g/cc
|
|
Moisture Count 3
|
0.23 g/cc
|
|
Sum of Count or Density
|
5.99 g/cc
|
|
Average of Count or Density
|
2 g/cc
|
|
Sum of Moisture Count
|
0.64 g/cc
|
|
Average of Moisture Count
|
0.21 g/cc
|
|
Calculated Percent Relative Compaction
|
92 %
|
|
Reported Percent Relative Compaction
|
92 %
|
DIME Test ID: 2025-06-27-9-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 06/30/2025
Date Tested: 06/30/2025
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
|
|
Highest adjust wet density
|
2.17
|
|
Relative compaction
|
92
|
|
% Moisture
|
12 %
|
|
Optimum Moisture
|
12 %
|
