Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993806 DEA: 07330504 EFIS: 0716000214
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-710-R15.1/21.9
Work Description: INSTALL HIGHWAY PLANTING AND PLACE MINOR CONCRETE.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM 0.2 MILE NORTH OF ROSECRANS AVENUE TO 0.1 MILE SOUTH OF ATLANTIC AVENUE UNDERCROSSING
Contractor Name: Landscaping Support Services
Contractor Address: 12610 Saticoy St., North Hollywood, CA 91605
Resident Engineer: Jose Ferrer Structure Rep.: Unknown
DIME Sample ID: 2023-01-23-6
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: 01/23/2023
Date that the sample was received by the laboratory/organization performing the testing: 01/23/2023
The quantity of what the sample constitutes: 1128 SF
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 22-0047
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
The fabricator's/manufacturer's product name for the sample: Subgrade
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: 2023-01-23-6-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/23/2023
Date Tested: 01/23/2023
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) 407-6963
General Comments for this Test: SB Rte. 710
MVP #5
Sta. 826+33 to Sta. 827+27
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2319 g/cc
|
|
Count or Density 1
|
1.85 g/cc
|
|
Count or Density 2
|
1.8 g/cc
|
|
Count or Density 3
|
1.75 g/cc
|
|
Standard Count Moisture
|
652 g/cc
|
|
Moisture Count 1
|
0.06 g/cc
|
|
Moisture Count 2
|
0.25 g/cc
|
|
Moisture Count 3
|
0.14 g/cc
|
|
Sum of Count or Density
|
5.4 g/cc
|
|
Average of Count or Density
|
1.8 g/cc
|
|
Sum of Moisture Count
|
0.45 g/cc
|
|
Average of Moisture Count
|
0.15 g/cc
|
|
Calculated Percent Relative Compaction
|
87.4 %
|
|
Reported Percent Relative Compaction
|
87 %
|
DIME Test ID: 2023-01-23-6-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/23/2023
Date Tested: 01/23/2023
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) 407-6963
General Comments for this Test: SB Rte. 710
MVP #5
Sta. 826+33 to Sta. 827+27
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
1.8
|
|
Highest adjust wet density
|
2.06
|
|
Relative compaction
|
87
|
|
% Moisture
|
9.1 %
|
|
Optimum Moisture
|
no data
|