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: 2025-04-16-3
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: 04/16/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/16/2025
The quantity of what the sample constitutes: 3000 SF
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 25-1261
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
The fabricator's/manufacturer's product name for the sample: Aggregate Base
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Various locations
Where the material sample would have been placed if not sampled:
DIME Test ID: 2025-04-16-3-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/16/2025
Date Tested: 04/16/2025
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: SB Rte. 1 Shoulder in Malibu
South of Trancas Creek Bridge
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
1606 g/cc
|
|
Count or Density 1
|
2.04 g/cc
|
|
Count or Density 2
|
1.95 g/cc
|
|
Count or Density 3
|
2.02 g/cc
|
|
Standard Count Moisture
|
652 g/cc
|
|
Moisture Count 1
|
0.18 g/cc
|
|
Moisture Count 2
|
0.2 g/cc
|
|
Moisture Count 3
|
0.17 g/cc
|
|
Sum of Count or Density
|
6.01 g/cc
|
|
Average of Count or Density
|
2 g/cc
|
|
Sum of Moisture Count
|
0.55 g/cc
|
|
Average of Moisture Count
|
0.18 g/cc
|
|
Calculated Percent Relative Compaction
|
96.3 %
|
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2025-04-16-3-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/16/2025
Date Tested: 04/16/2025
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: SB Rte. 1 Shoulder in Malibu
South of Trancas Creek Bridge
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2
|
|
Highest adjust wet density
|
2.08
|
|
Relative compaction
|
96
|
|
% Moisture
|
10.1 %
|
|
Optimum Moisture
|
no data
|
