Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994772 DEA: 07385504 EFIS: 0722000147
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-91,110-Var
Work Description: PLACE ROCK BLANKETS, SLOPE PAVING, AND INSTALL FENCES AND GATES.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS
Contractor Name: WEST COAST PUBLIC WORKS, INC.
Contractor Address: 20058 VENTURA BLVD, #318, WOODLAND HILLS CA 91364
Resident Engineer: WAYNE LIU Structure Rep.: Unknown
DIME Sample ID: 2024-01-08-25
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: Department Acceptance
Type of Material: Soil
Sample Taken Date: 01/08/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/08/2024
The quantity of what the sample constitutes: 1020 sqft
A brief description of the sample: Native Material
From where was the sample collected: Job Site
Laboratory sample identification: 24-0095
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
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:
DIME Test ID: 2024-01-08-25-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/10/2024
Date Tested: 01/08/2024
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:
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
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No
|
|
In-place wet density
|
2.11
|
|
Highest adjust wet density
|
2.19
|
|
Relative compaction
|
96
|
|
% Moisture
|
13.1 %
|
|
Optimum Moisture
|
13.1 %
|
DIME Test ID: 2024-01-08-25-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/10/2024
Date Tested: 01/08/2024
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:
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2099 g/cc
|
|
Count or Density 1
|
2.1 g/cc
|
|
Count or Density 2
|
2.07 g/cc
|
|
Count or Density 3
|
2.15 g/cc
|
|
Standard Count Moisture
|
638 g/cc
|
|
Moisture Count 1
|
0.24 g/cc
|
|
Moisture Count 2
|
0.22 g/cc
|
|
Moisture Count 3
|
0.27 g/cc
|
|
Sum of Count or Density
|
6.32 g/cc
|
|
Average of Count or Density
|
2.11 g/cc
|
|
Sum of Moisture Count
|
0.73 g/cc
|
|
Average of Moisture Count
|
0.24 g/cc
|
|
Calculated Percent Relative Compaction
|
96.2 %
|
|
Reported Percent Relative Compaction
|
96 %
|
