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Sample Record for 2023-12-12-36

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994243 DEA: 044J8404 EFIS: 0416000027 QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-24-R3.4/R3.6
Work Description: SEISMIC RESTORATION.
Location Description: CONTRA COSTA COUNTY IN ORINDA FROM 0.1 MILE WEST OF SAINT STEPHENS DRIVE OVERCROSSING TO 0.1 MILE EAST OF SAINT STEPHENS DRIVE OVERCROSSING.
Contractor Name: Gordon N. Ball
Contractor Address: 333 Camille Avenue, Alamo, CA 94507
Resident Engineer: Pervez Randhawa Structure Rep.: Eric Urmeneta

Sample Information

DIME Sample ID: 2023-12-12-36
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Concord Field Laboratory
Sample Organization Contact: (510) 714-7019
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 12/12/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/12/2023
The quantity of what the sample constitutes: 2600g
A brief description of the sample: Class 2 AB
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Clayton Quarry

Material Information

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: HWY 24 Median
Where the material sample would have been placed if not sampled:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-12-12-36-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 12/14/2023
Date Tested: 12/12/2023
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test: Test PASSED Compaction
Test Result Compliance: complies
Additional Comments When Verified:
Sum of Count or Density 66818.00 g/cc
Average of Count or Density 22273.00 g/cc
Sum of Moisture Count 9289.00 g/cc
Average of Moisture Count 3096.00 g/cc
Count Ratio Density 31233.00
Count Ratio Moisture 9921.00
Calculated Percent Relative Compaction 98.2 %
Reported Percent Relative Compaction 98 %