Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214671 DEA: 07303904 EFIS: 0714000044
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-31.2/37.2
Work Description: LANE REPLACEMENT
Location Description: LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE EAST OF THE 10/605 SEPARATION TO 0.3 MILE WEST OF CITRUS STREET OVERCROSSING
Contractor Name: Sierra Landscape Development Inc.
Contractor Address: 2209 1/2 Chico Ave., South El Monte CA, 91733
Resident Engineer: Hai Hong Structure Rep.: Unknown
DIME Sample ID: 2022-05-21-2
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: Department Acceptance
Type of Material: Soil
Sample Taken Date: 05/21/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/21/2022
The quantity of what the sample constitutes: 2000cy
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: 2022-05-21-2-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 05/22/2022
Date Tested: 05/21/2022
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:
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Is oversize material
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No
|
|
In-place wet density
|
2.19
|
|
Highest adjust wet density
|
2.28
|
|
Relative compaction
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96
|
|
% Moisture
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no data
|
|
Optimum Moisture
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no data
|
DIME Test ID: 2022-05-21-2-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/22/2022
Date Tested: 05/21/2022
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
|
2233 g/cc
|
|
Count or Density 1
|
2.1 g/cc
|
|
Count or Density 2
|
2.23 g/cc
|
|
Count or Density 3
|
2.11 g/cc
|
|
Count or Density 4
|
2.34 g/cc
|
|
Count or Density 5
|
2.19 g/cc
|
|
Standard Count Moisture
|
589 g/cc
|
|
Moisture Count 1
|
0.25 g/cc
|
|
Moisture Count 2
|
0.21 g/cc
|
|
Moisture Count 3
|
0.18 g/cc
|
|
Moisture Count 4
|
0.22 g/cc
|
|
Moisture Count 5
|
0.22 g/cc
|
|
Sum of Count or Density
|
10.97 g/cc
|
|
Average of Count or Density
|
2.19 g/cc
|
|
Sum of Moisture Count
|
1.08 g/cc
|
|
Average of Moisture Count
|
0.22 g/cc
|
|
Calculated Percent Relative Compaction
|
96.2 %
|
|
Reported Percent Relative Compaction
|
96 %
|
