Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 4134 DEA: 072X0004 EFIS: 0700000618
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-60-30.0/31.2
Work Description: REPLACE FAILED SLABS ON LA-60 FROM ATLANTIC BLVD U/C TO GREENWOOD AVENUE O/C
Location Description:
Contractor Name: BALTAZAR CONSTRUCTION, INC.
Contractor Address: 236 E. ARROW HWY, COVINA, CA 91722
Resident Engineer: MARTIN SANDOVAL Structure Rep.: Unknown
DIME Sample ID: 2024-04-10-70
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: 04/10/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/10/2024
The quantity of what the sample constitutes: 22CY
A brief description of the sample: Soils for Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 24-0628
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Rassmunson
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: 2024-04-10-70-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/24/2024
Date Tested: 04/10/2024
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
|
2.18
|
|
Highest adjust wet density
|
2.26
|
|
Relative compaction
|
96
|
|
% Moisture
|
0.2 %
|
|
Optimum Moisture
|
2 %
|
DIME Test ID: 2024-04-10-70-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/24/2024
Date Tested: 04/10/2024
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
|
2073 g/cc
|
|
Count or Density 1
|
2.14 g/cc
|
|
Count or Density 2
|
2.18 g/cc
|
|
Count or Density 3
|
2.22 g/cc
|
|
Standard Count Moisture
|
0.19 g/cc
|
|
Moisture Count 1
|
0.18 g/cc
|
|
Moisture Count 2
|
0.21 g/cc
|
|
Moisture Count 3
|
0.19 g/cc
|
|
Sum of Count or Density
|
6.54 g/cc
|
|
Average of Count or Density
|
2.18 g/cc
|
|
Sum of Moisture Count
|
0.58 g/cc
|
|
Average of Moisture Count
|
0.19 g/cc
|
|
Calculated Percent Relative Compaction
|
96.5 %
|
|
Reported Percent Relative Compaction
|
96 %
|
