Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2023-12-13-10
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: 12/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/13/2023
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
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 WB
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-12-13-10-2
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: 12/13/2023
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
H2O=12.6%
Test Result Compliance: complies
Additional Comments When Verified:
Sum of Count or Density
|
77375.00 g/cc
|
Average of Count or Density
|
25792.00 g/cc
|
Sum of Moisture Count
|
8592.00 g/cc
|
Average of Moisture Count
|
2864.00 g/cc
|
Count Ratio Density
|
31616.00
|
Count Ratio Moisture
|
9897.00
|
Calculated Percent Relative Compaction
|
95.5 %
|
Reported Percent Relative Compaction
|
96 %
|