Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 209109 DEA: 043G9004 EFIS: 0412000557 COOP: 042513
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-116,121-46.0/46.7,5.8/R7.4
Work Description: MODIFY EXISTING STATE ROUTE 116,121 BONNEAU ROAD INTERSECTION FROM A 4 WAY STOP CONTROLLED INTERSECTION TO A ROUNDABOUT AND SIGNALIZED INTERSECTION.
Location Description: SONOMA COUNTY
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 Fourth Street, Berkeley, CA 94710
Resident Engineer: Fabio La Serna Structure Rep.: Unknown
DIME Sample ID: 2024-09-23-113
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Petaluma Field Laboratory
Sample Organization Contact: (510) 385-6841
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 09/23/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/23/2024
The quantity of what the sample constitutes: 500 SQFT
A brief description of the sample: AB2
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: OC Jones Schellville
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: STA 600+20 - 601+45
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-09-23-113-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/07/2025
Date Tested: 09/23/2024
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 5675 Gibraltar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: glenn.cea@dot.ca.gov
Organization Phone: (510) 385-6841
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Sum of Count or Density
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78826 g/cc
|
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Average of Count or Density
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26275 g/cc
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Sum of Moisture Count
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7178 g/cc
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Average of Moisture Count
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2393 g/cc
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Count Ratio Density
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0.8
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Count Ratio Moisture
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0.25
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Calculated Percent Relative Compaction
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98.2 %
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Reported Percent Relative Compaction
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98 %
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