Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994869 DEA: 073237U4 EFIS: 0720000224
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-150-13.3/19
Work Description: PLACE HMA (TYPE A) AND COLD PLANE ASPHALT
Location Description: VENTURA COUNTY IN AND NEAR OJAI FROM BURNHAM ROAD TO GORHAM ROAD
Contractor Name: C. A. RASMUSSEN INC.
Contractor Address: 28548 Livingston Ave., Valencia, CA, 91355
Resident Engineer: Denrick Bautista Structure Rep.: Unknown
DIME Sample ID: 2023-10-05-15
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: Department Acceptance
Type of Material: Soil
Sample Taken Date: 10/05/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/05/2023
The quantity of what the sample constitutes: 468 SF
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 23-1585
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
The fabricator's/manufacturer's product name for the sample: Aggregate Base
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: 2023-10-05-15-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/05/2023
Date Tested: 10/05/2023
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: NB VEN Rte. 150
Curb Ramp #13
Sta. 881+63 to Sta. 882+80
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2314 g/cc
|
|
Count or Density 1
|
2.04 g/cc
|
|
Count or Density 2
|
2 g/cc
|
|
Count or Density 3
|
2.02 g/cc
|
|
Standard Count Moisture
|
645 g/cc
|
|
Moisture Count 1
|
0.18 g/cc
|
|
Moisture Count 2
|
0.18 g/cc
|
|
Moisture Count 3
|
0.21 g/cc
|
|
Sum of Count or Density
|
6.06 g/cc
|
|
Average of Count or Density
|
2.02 g/cc
|
|
Sum of Moisture Count
|
0.57 g/cc
|
|
Average of Moisture Count
|
0.19 g/cc
|
|
Calculated Percent Relative Compaction
|
94.8 %
|
|
Reported Percent Relative Compaction
|
95 %
|
DIME Test ID: 2023-10-05-15-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/05/2023
Date Tested: 10/05/2023
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: NB VEN Rte. 150
Curb Ramp #13
Sta. 881+63 to Sta. 882+80
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.02
|
|
Highest adjust wet density
|
2.13
|
|
Relative compaction
|
95
|
|
% Moisture
|
10.4 %
|
|
Optimum Moisture
|
no data
|
