Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215813 DEA: 072055C4 EFIS: 0714000278
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-2-14.1/14.8
Work Description: LANDSCAPE, INSTALL CONCRETE BARRIERS AND ELECTRICAL.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES FROM 0.1 MILE WEST OF GLENDALE BOULEVARD UNDERSCROSSING TO ROSEBUD AVENUE UNDERCROSSING
Contractor Name: STANCE CONSTRUCTION COMPANY
Contractor Address: 9070 Irvine Center Drive Ste 220, Irvine, CA 92618
Resident Engineer: Ali Shalviri Structure Rep.: Unknown
DIME Sample ID: 2022-03-11-62
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: 03/11/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/11/2022
The quantity of what the sample constitutes: na
A brief description of the sample: Native Subgrade
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: SB 2 at Glendale Bl
The fabricator/manufacturer/facility name: na
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: CTM 231 test locations
Where the material sample would have been placed if not sampled:
DIME Test ID: 2022-03-11-62-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 05/19/2022
Date Tested: 03/11/2022
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.07
|
|
Highest adjust wet density
|
2.19
|
|
Relative compaction
|
95
|
|
% Moisture
|
9.1 %
|
|
Optimum Moisture
|
9.1 %
|
DIME Test ID: 2022-03-11-62-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/19/2022
Date Tested: 03/11/2022
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1963 g/cc
|
|
Count or Density 1
|
2.11 g/cc
|
|
Count or Density 2
|
1.99 g/cc
|
|
Count or Density 3
|
2.12 g/cc
|
|
Standard Count Moisture
|
556 g/cc
|
|
Moisture Count 1
|
0.16 g/cc
|
|
Moisture Count 2
|
0.17 g/cc
|
|
Moisture Count 3
|
0.17 g/cc
|
|
Sum of Count or Density
|
6.22 g/cc
|
|
Average of Count or Density
|
2.07 g/cc
|
|
Sum of Moisture Count
|
0.5 g/cc
|
|
Average of Moisture Count
|
0.17 g/cc
|
|
Calculated Percent Relative Compaction
|
94.7 %
|
|
Reported Percent Relative Compaction
|
95 %
|
