Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001258 DEA: 07355204 EFIS: 0719000009
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-33-R3.3/21.2
Work Description: ROADWAY EXCAVATION AND PLACE CLASS 3 AGGREGATE BASE.
Location Description: VENTURA COUNTY AT VARIOUS LOCATIONS FROM 0.7 MILE NORTH OF SHELL ROAD UNDERCROSSING TO 3.5 MILES NORTH OF NORDHOFF RIDGE ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 213 COLUMBIA WAY, LANCASTER, CA 93535
Resident Engineer: Wassem Bakhet Structure Rep.: Unknown
DIME Sample ID: 2025-12-04-16
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: 12/04/2025
Date that the sample was received by the laboratory/organization performing the testing: 12/04/2025
The quantity of what the sample constitutes: 570 SF
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 25-3798
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
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: Jobsite
Where the material sample would have been placed if not sampled:
DIME Test ID: 2025-12-04-16-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 12/04/2025
Date Tested: 12/04/2025
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: VEN Hwy 33 @ PM 3.79
Location 2
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2223 g/cc
|
|
Count or Density 1
|
2.2 g/cc
|
|
Count or Density 2
|
2.12 g/cc
|
|
Count or Density 3
|
2.14 g/cc
|
|
Standard Count Moisture
|
645 g/cc
|
|
Moisture Count 1
|
0.11 g/cc
|
|
Moisture Count 2
|
0.09 g/cc
|
|
Moisture Count 3
|
0.09 g/cc
|
|
Sum of Count or Density
|
6.46 g/cc
|
|
Average of Count or Density
|
2.15 g/cc
|
|
Sum of Moisture Count
|
0.29 g/cc
|
|
Average of Moisture Count
|
0.1 g/cc
|
|
Calculated Percent Relative Compaction
|
92.4 %
|
|
Reported Percent Relative Compaction
|
92 %
|
DIME Test ID: 2025-12-04-16-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 12/04/2025
Date Tested: 12/04/2025
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: VEN Hwy 33 @ PM 3.79
Location 2
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.15
|
|
Highest adjust wet density
|
2.33
|
|
Relative compaction
|
92
|
|
% Moisture
|
4.7 %
|
|
Optimum Moisture
|
no data
|
