Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000301 DEA: 07333704 EFIS: 0716000316
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-138-43.4/51.4
Work Description: CONSTRUCT ADA CURB RAMPS, SIDEWALK, AND DRIVEWAY.
Location Description: LOS ANGELES COUNTY IN PALMDALE FROM ROUTE 14 JUNCTION (SOUTH) TO AVENUE T
Contractor Name: A. M. CONCRETE, INC.
Contractor Address: 3075 Townsgate Road, Suite 200, Westlake Village, CA 91361
Resident Engineer: Roberto Martinez Structure Rep.: Unknown
DIME Sample ID: 2025-02-11-12
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: 02/11/2025
Date that the sample was received by the laboratory/organization performing the testing: 02/11/2025
The quantity of what the sample constitutes: 367 yd2
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 25-0546
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AM Concrete
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: From various locations at subgrade
Where the material sample would have been placed if not sampled:
DIME Test ID: 2025-02-11-12-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/13/2025
Date Tested: 02/11/2025
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
|
1983 g/cc
|
|
Count or Density 1
|
2.06 g/cc
|
|
Count or Density 2
|
2.09 g/cc
|
|
Count or Density 3
|
2.15 g/cc
|
|
Standard Count Moisture
|
663 g/cc
|
|
Moisture Count 1
|
0.09 g/cc
|
|
Moisture Count 2
|
0.12 g/cc
|
|
Moisture Count 3
|
0.14 g/cc
|
|
Sum of Count or Density
|
6.3 g/cc
|
|
Average of Count or Density
|
2.1 g/cc
|
|
Sum of Moisture Count
|
0.35 g/cc
|
|
Average of Moisture Count
|
0.12 g/cc
|
|
Calculated Percent Relative Compaction
|
90.5 %
|
|
Reported Percent Relative Compaction
|
91 %
|
DIME Test ID: 2025-02-11-12-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/13/2025
Date Tested: 02/11/2025
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
|
2.1
|
|
Highest adjust wet density
|
2.32
|
|
Relative compaction
|
91
|
|
% Moisture
|
5.9 %
|
|
Optimum Moisture
|
7.9 %
|
