Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000870 DEA: 07369704 EFIS: 0720000023
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-118-12/13.4
Work Description: CONSTRUCT SOLDIER PILE WALLS, SLOPE PROTECTION, AND DRAINAGE SYSTEMS.
Location Description: VENTURA COUNTY IN SOMIS FROM SAND CANYON ROAD TO 0.1 MILE EAST OF BALCOM CANYON ROAD
Contractor Name: C. A. RASMUSSEN, INC.
Contractor Address: Unknown
Resident Engineer: Eloy Castillo Structure Rep.: Azizollah Maghsoudloo
DIME Sample ID: 2026-03-09-16
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: 03/09/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/09/2026
The quantity of what the sample constitutes: 18000 SF
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 26-0868
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: 2026-03-09-16-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/10/2026
Date Tested: 03/09/2026
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: EB VEN Rte. 118
Sta. 712+00 to Sta. 724+00
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2198 g/cc
|
|
Count or Density 1
|
2.03 g/cc
|
|
Count or Density 2
|
2.03 g/cc
|
|
Count or Density 3
|
1.96 g/cc
|
|
Count or Density 4
|
2 g/cc
|
|
Count or Density 5
|
1.99 g/cc
|
|
Standard Count Moisture
|
644 g/cc
|
|
Moisture Count 1
|
0.15 g/cc
|
|
Moisture Count 2
|
0.14 g/cc
|
|
Moisture Count 3
|
0.14 g/cc
|
|
Moisture Count 4
|
0.15 g/cc
|
|
Moisture Count 5
|
0.15 g/cc
|
|
Sum of Count or Density
|
10.01 g/cc
|
|
Average of Count or Density
|
2 g/cc
|
|
Sum of Moisture Count
|
0.73 g/cc
|
|
Average of Moisture Count
|
0.15 g/cc
|
|
Calculated Percent Relative Compaction
|
96.3 %
|
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2026-03-09-16-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 03/10/2026
Date Tested: 03/09/2026
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: EB VEN Rte. 118
Sta. 712+00 to Sta. 724+00
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2
|
|
Highest adjust wet density
|
2.08
|
|
Relative compaction
|
96
|
|
% Moisture
|
7.9 %
|
|
Optimum Moisture
|
no data
|