Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994352 DEA: 07352104 EFIS: 0718000213
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-138-43.8
Work Description: INSTALL TRAFFIC SIGNAL SYSTEM AND UPGRADE CURB RAMPS.
Location Description: LOS ANGELES COUNTY IN PALMDALE AT SECOND STREET EAST.
Contractor Name: PTM General Engineering
Contractor Address: 5942 Acorn Street, Riverside,CA 92504
Resident Engineer: Ramy Beshara Structure Rep.: Unknown
DIME Sample ID: 2024-04-02-42
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: 04/02/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/02/2024
The quantity of what the sample constitutes: 46 cy
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 24-0568
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
The fabricator's/manufacturer's product name for the sample: Aggregate Base
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: From various locations at Aggregate Base
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-04-02-42-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/12/2024
Date Tested: 04/02/2024
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
|
2026 g/cc
|
|
Count or Density 1
|
2241 g/cc
|
|
Count or Density 2
|
2099 g/cc
|
|
Count or Density 3
|
2219 g/cc
|
|
Standard Count Moisture
|
665 g/cc
|
|
Moisture Count 1
|
80 g/cc
|
|
Moisture Count 2
|
73 g/cc
|
|
Moisture Count 3
|
65 g/cc
|
|
Sum of Count or Density
|
6559 g/cc
|
|
Average of Count or Density
|
2186 g/cc
|
|
Sum of Moisture Count
|
218 g/cc
|
|
Average of Moisture Count
|
73 g/cc
|
|
Count Ratio Density
|
1.08
|
|
Count Ratio Moisture
|
0.11
|
|
Calculated Percent Relative Compaction
|
93 %
|
|
Reported Percent Relative Compaction
|
93 %
|
DIME Test ID: 2024-04-02-42-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/12/2024
Date Tested: 04/02/2024
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
|
No
|
|
In-place wet density
|
2.12
|
|
Highest adjust wet density
|
2.28
|
|
Relative compaction
|
93
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
