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: 2024-03-27-70
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: 03/27/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/27/2024
The quantity of what the sample constitutes: 23 cy
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 24-0548
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: 2024-03-27-70-1
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: 03/27/2024
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) 817-0387
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density
|
2010 g/cc
|
Count or Density 1
|
1071 g/cc
|
Count or Density 2
|
1097 g/cc
|
Count or Density 3
|
1112 g/cc
|
Standard Count Moisture
|
655 g/cc
|
Moisture Count 1
|
79 g/cc
|
Moisture Count 2
|
83 g/cc
|
Moisture Count 3
|
90 g/cc
|
Sum of Count or Density
|
3280 g/cc
|
Average of Count or Density
|
1093 g/cc
|
Sum of Moisture Count
|
252 g/cc
|
Average of Moisture Count
|
84 g/cc
|
Count Ratio Density
|
0.54
|
Count Ratio Moisture
|
0.13
|
Calculated Percent Relative Compaction
|
95.3 %
|
Reported Percent Relative Compaction
|
95 %
|
DIME Test ID: 2024-03-27-70-2
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: 03/27/2024
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) 817-0387
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material
|
No
|
In-place wet density
|
2.21
|
Highest adjust wet density
|
2.32
|
Relative compaction
|
95
|
% Moisture
|
no data
|
Optimum Moisture
|
no data
|