Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994961 DEA: 07338704 EFIS: 0717000063
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-405-12.9/21.5
Work Description: LA-405 Roadside Safety Improvements
Location Description: In LA County at various locations from 405/110 separation PM 12.9 to North of 405/105 separation PM 21.5.
Contractor Name: MARTINEZ LANDSCAPE CO INC
Contractor Address: 12357 SAN FERNANDO ROAD, SYLMAR, CA 91342
Resident Engineer: Samuel Gallardo Structure Rep.: Unknown
DIME Sample ID: 2024-08-15-11
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: 08/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/15/2024
The quantity of what the sample constitutes: 1540 SF
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 24-2525
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
The fabricator's/manufacturer's product name for the sample: Subgrade
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: 2024-08-15-11-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/15/2024
Date Tested: 08/15/2024
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. 405 Inglewood Ave Loop On-Ramp
Location 17
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2252 g/cc
|
|
Count or Density 1
|
1.86 g/cc
|
|
Count or Density 2
|
1.96 g/cc
|
|
Count or Density 3
|
1.91 g/cc
|
|
Standard Count Moisture
|
635 g/cc
|
|
Moisture Count 1
|
0.19 g/cc
|
|
Moisture Count 2
|
0.17 g/cc
|
|
Moisture Count 3
|
0.16 g/cc
|
|
Sum of Count or Density
|
5.73 g/cc
|
|
Average of Count or Density
|
1.91 g/cc
|
|
Sum of Moisture Count
|
0.52 g/cc
|
|
Average of Moisture Count
|
0.17 g/cc
|
|
Calculated Percent Relative Compaction
|
92.7 %
|
|
Reported Percent Relative Compaction
|
93 %
|
DIME Test ID: 2024-08-15-11-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/15/2024
Date Tested: 08/15/2024
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. 405 Inglewood Ave Loop On-Ramp
Location 17
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
1.91
|
|
Highest adjust wet density
|
2.06
|
|
Relative compaction
|
93
|
|
% Moisture
|
10 %
|
|
Optimum Moisture
|
no data
|