Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995157 DEA: 07353904 EFIS: 0718000307
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-405-17.6
Work Description: SEISMIC RETROFIT OF BRIDGE, COMPOSITE COLUMN CASING AND CORE CONCRETE.
Location Description: LOS ANGELES COUNTY IN LAWNDALE AT ROUTE 405/107 SEPARATION
Contractor Name: BEADOR CONSTRUCTION COMPANY, INC.
Contractor Address: 2900 Bristol Street, Suite D204, Costa Mesa, CA 92626
Resident Engineer: Samual Gallardo Structure Rep.: Quan Ho
DIME Sample ID: 2024-06-05-15
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: 06/05/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/05/2024
The quantity of what the sample constitutes: 133 cy
A brief description of the sample: Structural Backfill
From where was the sample collected: Job Site
Laboratory sample identification: 24-1277
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: N/A
The fabricator's/manufacturer's product name for the sample: Structural Backfill
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: from various location at structural backfill
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-06-05-15-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/07/2024
Date Tested: 06/05/2024
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: complies
Additional Comments When Verified:
|
Standard Count Density
|
2007 g/cc
|
|
Count or Density 1
|
2.2 g/cc
|
|
Count or Density 2
|
2.14 g/cc
|
|
Count or Density 3
|
2.14 g/cc
|
|
Count or Density 4
|
2.19 g/cc
|
|
Count or Density 5
|
2.18 g/cc
|
|
Standard Count Moisture
|
662 g/cc
|
|
Moisture Count 1
|
0.2 g/cc
|
|
Moisture Count 2
|
0.2 g/cc
|
|
Moisture Count 3
|
0.2 g/cc
|
|
Moisture Count 4
|
0.2 g/cc
|
|
Moisture Count 5
|
0.2 g/cc
|
|
Sum of Count or Density
|
10.85 g/cc
|
|
Average of Count or Density
|
2.17 g/cc
|
|
Sum of Moisture Count
|
1.00 g/cc
|
|
Average of Moisture Count
|
0.20 g/cc
|
|
Calculated Percent Relative Compaction
|
96 %
|
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2024-06-05-15-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 06/07/2024
Date Tested: 06/05/2024
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: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.17
|
|
Highest adjust wet density
|
2.26
|
|
Relative compaction
|
96
|
|
% Moisture
|
10.2 %
|
|
Optimum Moisture
|
no data
|
