Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212720 DEA: 07291404 EFIS: 0712000094
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-1-55-58
Work Description: TRANCAS CREEK BRIDGE REPLACEMENT
Location Description: IN LOS ANGELES IN CITY OF MALIBU AT TRANCAS CREEK BRIDGE (53-0027).
Contractor Name: STACY AND WITBECK, INC.
Contractor Address: 3939 Atlantic Ave Suite 114, Long Beach, CA 90807
Resident Engineer: Dan Leon Structure Rep.: Frank Lofti
DIME Sample ID: 2024-12-10-45
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: 12/10/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/10/2024
The quantity of what the sample constitutes: 24 cy
A brief description of the sample: Embankment
From where was the sample collected: Job Site
Laboratory sample identification: 24-3820
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Stacy Witbeck
The fabricator's/manufacturer's product name for the sample: Embankment
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: From various locations at Embankment
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-12-10-45-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 12/16/2024
Date Tested: 12/10/2024
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) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
1987 g/cc
|
|
Count or Density 1
|
2.21 g/cc
|
|
Count or Density 2
|
2.31 g/cc
|
|
Count or Density 3
|
2.26 g/cc
|
|
Standard Count Moisture
|
669 g/cc
|
|
Moisture Count 1
|
0.15 g/cc
|
|
Moisture Count 2
|
0.14 g/cc
|
|
Moisture Count 3
|
0.12 g/cc
|
|
Sum of Count or Density
|
6.78 g/cc
|
|
Average of Count or Density
|
2.26 g/cc
|
|
Sum of Moisture Count
|
0.41 g/cc
|
|
Average of Moisture Count
|
0.14 g/cc
|
|
Calculated Percent Relative Compaction
|
97 %
|
|
Reported Percent Relative Compaction
|
97 %
|
DIME Test ID: 2024-12-10-45-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 12/16/2024
Date Tested: 12/10/2024
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) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.26
|
|
Highest adjust wet density
|
2.33
|
|
Relative compaction
|
97
|
|
% Moisture
|
6.4 %
|
|
Optimum Moisture
|
no data
|
