Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993607 DEA: 07322604 EFIS: 0716000057
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210-R41.3/R44.6
Work Description: CONSTRUCT POLLUTION INFILTRATION AREAS AND AUSTIN VAULT SAND FILTER.
Location Description: LOS ANGELES COUNTY IN GLENDORA AT VARIOUS LOCATIONS FROM 0.2 MILE EAST OF BARRANCA AVENUE OVERCROSSING TO 0.1 MILE WEST OF AMELIA AVENUE UNDERCROSSING
Contractor Name: SEMA CONSTRUCTION
Contractor Address: 42690 Rio Nedo, Temecula, CA 92590
Resident Engineer: Raj Punjabi Structure Rep.: Unknown
DIME Sample ID: 2023-02-02-15
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: 02/02/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/02/2023
The quantity of what the sample constitutes: 880 SF
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 23-0113
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: Various locations
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-02-02-15-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/03/2023
Date Tested: 02/02/2023
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: WB Rte. 210 @ Sunflower On-Ramp
Location 4 - MVP #2
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2320 g/cc
|
|
Count or Density 1
|
1.96 g/cc
|
|
Count or Density 2
|
2.04 g/cc
|
|
Count or Density 3
|
2.01 g/cc
|
|
Standard Count Moisture
|
641 g/cc
|
|
Moisture Count 1
|
0.15 g/cc
|
|
Moisture Count 2
|
0.16 g/cc
|
|
Moisture Count 3
|
0.15 g/cc
|
|
Sum of Count or Density
|
6.01 g/cc
|
|
Average of Count or Density
|
2.00 g/cc
|
|
Sum of Moisture Count
|
0.46 g/cc
|
|
Average of Moisture Count
|
0.15 g/cc
|
|
Calculated Percent Relative Compaction
|
92.3 %
|
|
Reported Percent Relative Compaction
|
92 %
|
DIME Test ID: 2023-02-02-15-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/03/2023
Date Tested: 02/02/2023
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: WB Rte. 210 @ Sunflower On-Ramp
Location 4 - MVP #2
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.00
|
|
Highest adjust wet density
|
2.17
|
|
Relative compaction
|
92
|
|
% Moisture
|
8.3 %
|
|
Optimum Moisture
|
no data
|
