Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994443 DEA: 053307C4 EFIS: 0514000028
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-41,46-44.5/45.3,54.0/57.8
Work Description: Wye Segment - Route 41/46 Separation
Location Description:
Contractor Name: Atkinson Construction
Contractor Address: 18201 Von Karman - Suite 800, Irvine, CA 92612
Resident Engineer: Brian Harrington Structure Rep.: Dave Lewis
DIME Sample ID: 2026-01-19-11
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Whitley Gardens Field Laboratory
Sample Organization Contact: 805-540-9933
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 01/19/2026
Date that the sample was received by the laboratory/organization performing the testing: 01/19/2026
The quantity of what the sample constitutes: CCB Abut4 Embankment
A brief description of the sample: Native subgrade Embankment
From where was the sample collected: Job Site
Laboratory sample identification: 260119-19KE
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Atkinson
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Between CCB Abut 4 L&R - 1361+30-1361+50
Where the material sample would have been placed if not sampled:
DIME Test ID: 2026-01-19-11-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/04/2026
Date Tested: 01/19/2026
Submitted By Organization: CT D05 - Whitley Gardens Field Laboratory
Organization Address: 102 South Whitley Gardens Drive,
Organization City: Paso Robles
Organization State: CA
Organization Zipcode: 93346
Organization Email: kyle.engen@dot.ca.gov
Organization Phone: (805) 540-9933
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Standard Count Density
|
1599 g/cc
|
|
Count or Density 1
|
1030 g/cc
|
|
Count or Density 2
|
938 g/cc
|
|
Count or Density 3
|
1619 g/cc
|
|
Standard Count Moisture
|
655 g/cc
|
|
Moisture Count 1
|
213 g/cc
|
|
Moisture Count 2
|
212 g/cc
|
|
Moisture Count 3
|
157 g/cc
|
|
Sum of Count or Density
|
3587 g/cc
|
|
Average of Count or Density
|
1196 g/cc
|
|
Sum of Moisture Count
|
582 g/cc
|
|
Average of Moisture Count
|
194 g/cc
|
|
Count Ratio Density
|
0.75
|
|
Count Ratio Moisture
|
0.3
|
|
Calculated Percent Relative Compaction
|
92.3 %
|
|
Reported Percent Relative Compaction
|
92 %
|
DIME Test ID: 2026-01-19-11-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/04/2026
Date Tested: 01/19/2026
Submitted By Organization: CT D05 - Whitley Gardens Field Laboratory
Organization Address: 102 South Whitley Gardens Drive,
Organization City: Paso Robles
Organization State: CA
Organization Zipcode: 93346
Organization Email: kyle.engen@dot.ca.gov
Organization Phone: (805) 540-9933
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
1.93
|
|
Highest adjust wet density
|
2.09
|
|
Relative compaction
|
92
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
