Sample Record for 2024-07-30-62
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995255 DEA: 041J9604 EFIS: 0414000403
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-1-22.8/33.0,45.0/50.5
Work Description: COLD PLANE, RHMA, HMA, MGS, CURB RAMPS, SIDEWALKS, AND CULVERTS.
Location Description: MARIN COUNTY IN AND NEAR POINT REYES STATION FROM FIVE BROOKS TO 1.9 MILES NORTH OF CYPRESS ROAD AND IN AND NEAR TOMALES FROM 0.2 MILES SOUTH OF TOMALES TO 4.4 MILES NORTH OF TOMALES
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: Unknown
Resident Engineer: Andrew Wong Structure Rep.: Jeremy Light
Sample Information
DIME Sample ID: 2024-07-30-62
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Richmond Field Laboratory
Sample Organization Contact: (510) 231-7151
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 07/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/31/2024
The quantity of what the sample constitutes: 6x12 Cylinders
A brief description of the sample: Class 2 Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: Rich_24_091
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Stony point/ Roblar Quarry
Material Information
The fabricator's/manufacturer's product name for the sample: Class 2 AB
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: shoulder job site
Where the material sample would have been placed if not sampled: yes
Test Results
Test 1 of 2
DIME Test ID: 2024-07-30-62-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/06/2024
Date Tested: 07/31/2024
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Sum of Count or Density
|
91449 g/cc
|
|
Average of Count or Density
|
30483 g/cc
|
|
Sum of Moisture Count
|
10596 g/cc
|
|
Average of Moisture Count
|
3532 g/cc
|
|
Count Ratio Density
|
34608
|
|
Count Ratio Moisture
|
9272
|
|
Calculated Percent Relative Compaction
|
94.2 %
|
|
Reported Percent Relative Compaction
|
94 %
|
Test 2 of 2
DIME Test ID: 2024-07-30-62-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/06/2024
Date Tested: 07/31/2024
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.15
|
|
Highest adjust wet density
|
2.28
|
|
Relative compaction
|
94
|
|
% Moisture
|
17.4 %
|
|
Optimum Moisture
|
15 %
|