Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994397 DEA: 073393U4 EFIS: 0722000031
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-605-R11.4/R19.5
Work Description: CONSTRUCT DPPIA DEVICES AND MODIFY LIGHTING SYSTEMS.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM 0.1 MILE SOUTH OF SLAUSON AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF VALLEY BOULEVARD UNDERCROSSING
Contractor Name: Chumo Construction
Contractor Address: 14425 Joanbridge St, Baldwin Park, CA 91706
Resident Engineer: Peter Lee Structure Rep.: Unknown
DIME Sample ID: 2023-08-30-7
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: 08/30/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/30/2023
The quantity of what the sample constitutes: 2172 SF
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 23-1318
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: 2023-08-30-7-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/31/2023
Date Tested: 08/30/2023
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: Rte. 605 NB @ Valley Blvd Off
Location 28
Sta. 993+01 to Sta. 1000+25
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2318 g/cc
|
|
Count or Density 1
|
2.03 g/cc
|
|
Count or Density 2
|
2.08 g/cc
|
|
Count or Density 3
|
2.05 g/cc
|
|
Standard Count Moisture
|
647 g/cc
|
|
Moisture Count 1
|
0.22 g/cc
|
|
Moisture Count 2
|
0.21 g/cc
|
|
Moisture Count 3
|
0.17 g/cc
|
|
Sum of Count or Density
|
6.16 g/cc
|
|
Average of Count or Density
|
2.05 g/cc
|
|
Sum of Moisture Count
|
0.60 g/cc
|
|
Average of Moisture Count
|
0.20 g/cc
|
|
Calculated Percent Relative Compaction
|
97.8 %
|
|
Reported Percent Relative Compaction
|
98 %
|
DIME Test ID: 2023-08-30-7-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/31/2023
Date Tested: 08/30/2023
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: Rte. 605 NB @ Valley Blvd Off
Location 28
Sta. 993+01 to Sta. 1000+25
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.05
|
|
Highest adjust wet density
|
2.1
|
|
Relative compaction
|
98
|
|
% Moisture
|
10.8 %
|
|
Optimum Moisture
|
no data
|
