Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214669 DEA: 07325504 EFIS: 0716000085
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-605-
Work Description: Slab Replacement and Shoulder Resurfacing
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2024-06-16-1
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: 06/16/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/16/2024
The quantity of what the sample constitutes: 267 sy
A brief description of the sample: SB605 at Ramona off ramp in El Monte termini left side
From where was the sample collected: Job Site
Laboratory sample identification: 24-1491
Structure unique identifier:
Structure name: SB605 at Ramona off ramp in El Monte termini left side
The fabricator/manufacturer/facility name: Peterson Chase
The fabricator's/manufacturer's product name for the sample: Class 3 Aggregate Base
The fabricator/manufacturer designation for the sample: various location A.B
A detailed description of where the material sample was collected: Jobsite
Where the material sample would have been placed if not sampled: Jobsite
DIME Test ID: 2024-06-16-1-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/13/2024
Date Tested: 06/16/2024
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) 407-6963
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2209 g/cc
|
|
Count or Density 1
|
2.1 g/cc
|
|
Count or Density 2
|
2.14 g/cc
|
|
Count or Density 3
|
2.04 g/cc
|
|
Standard Count Moisture
|
664 g/cc
|
|
Moisture Count 1
|
0.24 g/cc
|
|
Moisture Count 2
|
0.22 g/cc
|
|
Moisture Count 3
|
0.21 g/cc
|
|
Sum of Count or Density
|
6.28 g/cc
|
|
Average of Count or Density
|
2.09 g/cc
|
|
Sum of Moisture Count
|
0.67 g/cc
|
|
Average of Moisture Count
|
0.22 g/cc
|
|
Calculated Percent Relative Compaction
|
94.7 %
|
|
Reported Percent Relative Compaction
|
95 %
|
DIME Test ID: 2024-06-16-1-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 06/17/2024
Date Tested: 06/16/2024
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) 407-6963
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.09
|
|
Highest adjust wet density
|
2.21
|
|
Relative compaction
|
95
|
|
% Moisture
|
11.9 %
|
|
Optimum Moisture
|
11.9 %
|
