Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000826 DEA: 07344504 EFIS: 0718000061
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-150-
Work Description: COLD PLANE AND OVERLAY, MODIFY TRAFFIC SIGNALS AND REPLACE CURB RAMPS.
Location Description: VENTURA COUNTY IN SANTA PAULA FROM 0.2 MILE NORTH OF BRIDGE ROAD TO SANTA MARIA STREET
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4820 Mcgrath St. STE 101, Ventura CA. 93003
Resident Engineer: Joseph Tehrani Structure Rep.: Unknown
DIME Sample ID: 2025-07-15-50
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: 07/15/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/15/2025
The quantity of what the sample constitutes: 35 sq. yd. (approx.)
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 25-2261
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite
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: From various location at Aggregate Base
Where the material sample would have been placed if not sampled:
DIME Test ID: 2025-07-15-50-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 07/17/2025
Date Tested: 07/15/2025
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:
Test Result Compliance:
Additional Comments When Verified:
|
Sum of Count or Density
|
6.15 g/cc
|
|
Average of Count or Density
|
2.05 g/cc
|
|
Sum of Moisture Count
|
0.42 g/cc
|
|
Average of Moisture Count
|
0.14 g/cc
|
|
Calculated Percent Relative Compaction
|
95.3 %
|
|
Reported Percent Relative Compaction
|
95 %
|
DIME Test ID: 2025-07-15-50-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 07/17/2025
Date Tested: 07/17/2025
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:
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.05
|
|
Highest adjust wet density
|
2.15
|
|
Relative compaction
|
95
|
|
% Moisture
|
7.3 %
|
|
Optimum Moisture
|
11.3 %
|
