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: 2022-04-11-2
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: 04/11/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/11/2022
The quantity of what the sample constitutes: 10,125 SQ. FEET
A brief description of the sample: Soils for Subgrade
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Security Paving company
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: From various locations at subgrade.
Where the material sample would have been placed if not sampled:
DIME Test ID: 2022-04-11-2-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/11/2022
Date Tested: 04/11/2022
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) 817-0387
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.05
|
|
Highest adjust wet density
|
2.19
|
|
Relative compaction
|
94
|
|
% Moisture
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no data
|
|
Optimum Moisture
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no data
|
DIME Test ID: 2022-04-11-2-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/11/2022
Date Tested: 04/11/2022
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) 817-0387
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Standard Count Density
|
2231 g/cc
|
|
Count or Density 1
|
2.15 g/cc
|
|
Count or Density 2
|
2.11 g/cc
|
|
Count or Density 3
|
2.03 g/cc
|
|
Count or Density 4
|
1.96 g/cc
|
|
Count or Density 5
|
2.02 g/cc
|
|
Standard Count Moisture
|
594 g/cc
|
|
Moisture Count 1
|
0.19 g/cc
|
|
Moisture Count 2
|
0.17 g/cc
|
|
Moisture Count 3
|
0.14 g/cc
|
|
Moisture Count 4
|
0.12 g/cc
|
|
Moisture Count 5
|
0.14 g/cc
|
|
Sum of Count or Density
|
10.27 g/cc
|
|
Average of Count or Density
|
2.05 g/cc
|
|
Sum of Moisture Count
|
0.76 g/cc
|
|
Average of Moisture Count
|
0.15 g/cc
|
|
Calculated Percent Relative Compaction
|
93.8 %
|
|
Reported Percent Relative Compaction
|
94 %
|
