Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215342 DEA: 07337804 EFIS: 0717000054
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101,10,101,105-SO/R17.1
Work Description: ROADSIDE SAFETY IMPROVEMENT
Location Description: LOS ANGELES COUNTY IN LOS ANGELES AT VARIOUS LOCATIONS
Contractor Name: JFL Electric, Inc.
Contractor Address: 8257 Compton Blvd., Los Angeles, CA 90001
Resident Engineer: Fred Yazdani Structure Rep.: Mark Amorsolo
DIME Sample ID: 2024-12-13-5
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: 12/13/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/13/2024
The quantity of what the sample constitutes: 1615 SF
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 24-3851
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: 2024-12-13-5-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 12/13/2024
Date Tested: 12/13/2024
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) 407-6963
General Comments for this Test: NB Rte. US-101
MVP @ Alvarado St On-Ramp
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2246 g/cc
|
|
Count or Density 1
|
1.93 g/cc
|
|
Count or Density 2
|
1.93 g/cc
|
|
Count or Density 3
|
1.8 g/cc
|
|
Standard Count Moisture
|
648 g/cc
|
|
Moisture Count 1
|
0.31 g/cc
|
|
Moisture Count 2
|
0.3 g/cc
|
|
Moisture Count 3
|
0.28 g/cc
|
|
Sum of Count or Density
|
5.66 g/cc
|
|
Average of Count or Density
|
1.89 g/cc
|
|
Sum of Moisture Count
|
0.89 g/cc
|
|
Average of Moisture Count
|
0.3 g/cc
|
|
Calculated Percent Relative Compaction
|
96.8 %
|
|
Reported Percent Relative Compaction
|
97 %
|
DIME Test ID: 2024-12-13-5-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 12/13/2024
Date Tested: 12/13/2024
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) 407-6963
General Comments for this Test: NB Rte. US-101
MVP @ Alvarado St On-Ramp
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
1.89
|
|
Highest adjust wet density
|
1.95
|
|
Relative compaction
|
97
|
|
% Moisture
|
18.7 %
|
|
Optimum Moisture
|
no data
|