Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211260 DEA: 072159U4 EFIS: 0715000160
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA,ORA-5-0.0/1.5, 44.3/44.4
Work Description: CONSTRUCT HOV LANES AND MIX FLOW LANES.
Location Description: LOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 TOWNSGATE RD. SUITE 200, WESTLAKE VILLAGE, CA 91361
Resident Engineer: George Saker Structure Rep.: Danny Lalonde
DIME Sample ID: 2022-05-19-14
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: 05/19/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/19/2022
The quantity of what the sample constitutes: na
A brief description of the sample: agg base
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: SB 5 AVSF S-5000
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: At test holes around Austin Vault
Where the material sample would have been placed if not sampled:
DIME Test ID: 2022-05-19-14-1
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: 05/19/2022
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) 817-0387
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.10
|
|
Highest adjust wet density
|
2.21
|
|
Relative compaction
|
95
|
|
% Moisture
|
9.7 %
|
|
Optimum Moisture
|
9.7 %
|
DIME Test ID: 2022-05-19-14-2
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: 05/19/2022
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) 817-0387
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1652 g/cc
|
|
Count or Density 1
|
2.14 g/cc
|
|
Count or Density 2
|
2.09 g/cc
|
|
Count or Density 3
|
2.08 g/cc
|
|
Standard Count Moisture
|
656 g/cc
|
|
Moisture Count 1
|
0.21 g/cc
|
|
Moisture Count 2
|
0.16 g/cc
|
|
Moisture Count 3
|
0.19 g/cc
|
|
Sum of Count or Density
|
6.31 g/cc
|
|
Average of Count or Density
|
2.10 g/cc
|
|
Sum of Moisture Count
|
0.56 g/cc
|
|
Average of Moisture Count
|
0.19 g/cc
|
|
Calculated Percent Relative Compaction
|
95.2 %
|
|
Reported Percent Relative Compaction
|
95 %
|
