Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000802 DEA: 07346804 EFIS: 0718000079
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-232-0.4/R4.1
Work Description: COLD PLANE AND OVERLAY WITH HMA & RHMA.
Location Description: VENTURA COUNTY IN AND NEAR OXNARD FROM ROUTE 232/101 SEPARATION TO ROUTE 118
Contractor Name: TORO ENTERPRISES, INC.
Contractor Address: Unknown
Resident Engineer: Pantaleon "Torch" Rivera Structure Rep.: Unknown
DIME Sample ID: 2025-08-27-6
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: 08/27/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/27/2025
The quantity of what the sample constitutes: 1400 SF
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 25-2871
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
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: Various locations
Where the material sample would have been placed if not sampled:
DIME Test ID: 2025-08-27-6-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/27/2025
Date Tested: 08/27/2025
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: EB VEN Rte. 232
Curb Ramp #C-28
NW corner of Beedy St.
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2222 g/cc
|
|
Count or Density 1
|
1.9 g/cc
|
|
Count or Density 2
|
1.93 g/cc
|
|
Count or Density 3
|
1.95 g/cc
|
|
Standard Count Moisture
|
649 g/cc
|
|
Moisture Count 1
|
0.07 g/cc
|
|
Moisture Count 2
|
0.09 g/cc
|
|
Moisture Count 3
|
0.11 g/cc
|
|
Sum of Count or Density
|
5.78 g/cc
|
|
Average of Count or Density
|
1.93 g/cc
|
|
Sum of Moisture Count
|
0.27 g/cc
|
|
Average of Moisture Count
|
0.09 g/cc
|
|
Calculated Percent Relative Compaction
|
94.9 %
|
|
Reported Percent Relative Compaction
|
95 %
|
DIME Test ID: 2025-08-27-6-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/27/2025
Date Tested: 08/27/2025
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: EB VEN Rte. 232
Curb Ramp #C-28
NW corner of Beedy St.
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
1.93
|
|
Highest adjust wet density
|
2.03
|
|
Relative compaction
|
95
|
|
% Moisture
|
4.9 %
|
|
Optimum Moisture
|
no data
|
