Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993526 DEA: 07301704 EFIS: 0714000033
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210,605-R33.6/R36.5,25.7/26.0
Work Description: SLOPE PAVING, PLANT ESTABLISHMENT AND MODIFYING IRRIGATION SYSTEM.
Location Description: LOS ANGELES COUNTY IN MONROVIA, DUARTE AND IRWINDALE AT VARIOUS LOCATIONS ON ROUTE 210 FROM 0.1 MILE WEST OF SOUTH MAGNOLIA AVENUE UNDERCROSSING TO 0.1 MILE EAST OF ROUTE 210/605 SEPARATION AND ON ROUTE 605 FROM 0.1 MILE SOUTH TO 0.2 MILE NORTH OF ROUTE 2
Contractor Name: Griffith Company
Contractor Address: 3050 E. Birch Street, Brea, California 92821
Resident Engineer: Miguel Rodriguez Structure Rep.: Unknown
DIME Sample ID: 2024-01-19-11
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: 01/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/19/2024
The quantity of what the sample constitutes: 1224 SF
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 24-0209
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Sun Valley
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: 2024-01-19-11-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/19/2024
Date Tested: 01/19/2024
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: EB Rte. 210
Right Side Gore of Mountain Ave Off-Ramp
Sta. 33+25 to Sta. 34+78
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2289 g/cc
|
|
Count or Density 1
|
1.75 g/cc
|
|
Count or Density 2
|
1.83 g/cc
|
|
Count or Density 3
|
1.78 g/cc
|
|
Standard Count Moisture
|
645 g/cc
|
|
Moisture Count 1
|
0.15 g/cc
|
|
Moisture Count 2
|
0.18 g/cc
|
|
Moisture Count 3
|
0.2 g/cc
|
|
Sum of Count or Density
|
5.36 g/cc
|
|
Average of Count or Density
|
1.79 g/cc
|
|
Sum of Moisture Count
|
0.53 g/cc
|
|
Average of Moisture Count
|
0.18 g/cc
|
|
Calculated Percent Relative Compaction
|
84.7 %
|
|
Reported Percent Relative Compaction
|
85 %
|
DIME Test ID: 2024-01-19-11-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/19/2024
Date Tested: 01/19/2024
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: EB Rte. 210
Right Side Gore of Mountain Ave Off-Ramp
Sta. 33+25 to Sta. 34+78
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
1.79
|
|
Highest adjust wet density
|
2.11
|
|
Relative compaction
|
85
|
|
% Moisture
|
11.0 %
|
|
Optimum Moisture
|
no data
|
