Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994120 DEA: 040J6314 EFIS: 0421000252
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-12-21.2/22.6
Work Description: ROADWAY RESURFACING, INSTALL DRAINAGE SYSTEM, MIDWEST GUARDRAIL SYSTEM
Location Description: SOLANO COUNTY NEAR RIO VISTA FROM MCCLOSKY ROAD TO 0.1 MILE WEST OF AZEVEDO ROAD
Contractor Name: Bay Cities Paving & Grading (David Jimenez)
Contractor Address: 1450 Civic Ct. BLDG B #400, Concord CA, 94520
Resident Engineer: Noel Aquino Structure Rep.: Unknown
DIME Sample ID: 2023-09-23-26
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: 09/23/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/23/2023
The quantity of what the sample constitutes: Sample Weight 2650
A brief description of the sample: Structural Backfill
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Native Material
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: none
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-09-23-26-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/18/2023
Date Tested: 09/23/2023
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: 97%Relative Compaction
Test PASSED
Test Result Compliance: complies
Additional Comments When Verified:
|
Sum of Count or Density
|
106833.00 g/cc
|
|
Average of Count or Density
|
35611.00 g/cc
|
|
Sum of Moisture Count
|
5839.00 g/cc
|
|
Average of Moisture Count
|
1946.00 g/cc
|
|
Count Ratio Density
|
29798.00
|
|
Count Ratio Moisture
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9112.00
|
|
Calculated Percent Relative Compaction
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97.4 %
|
|
Reported Percent Relative Compaction
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97 %
|
