Print Report | Back to Sample Detail

Sample Record for 2023-04-14-7

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

Project Information

Project ID: 993141 DEA: 060V1204 EFIS: 0616000207 QA Service Level: 1
DIST-CO-RTE-PM: 06-MAD-99-R6.9/R7.6
Work Description: Cottonwood Creek Bridge Replacement - REPLACE BRIDGES AND CONSTRUCT RETAINING WALLS.
Location Description: MADERA COUNTY NEAR MADERA FROM 0.4 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO 0.1 MILE NORTH OF AVENUE 12 OVERCROSSING
Contractor Name: Security Paving Company, Inc.
Contractor Address: 3075 Townsgate Road, Westlake Village CA 91361
Resident Engineer: Din Dadawalla Structure Rep.: Ye Yang

Sample Information

DIME Sample ID: 2023-04-14-7
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 04/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/14/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: Pipe Backfill
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Unknown

Material Information

Source Identification (SMARA, name of Pit or Job Site): Jobsite material
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Drainage system 8 B
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2023-04-14-7-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/14/2023
Date Tested: 04/14/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 1998 g/cc
Count or Density 1 1018 g/cc
Count or Density 2 1007 g/cc
Count or Density 3 998 g/cc
Standard Count Moisture 627 g/cc
Moisture Count 1 110 g/cc
Moisture Count 2 100 g/cc
Moisture Count 3 103 g/cc
Sum of Count or Density 3023.00 g/cc
Average of Count or Density 1008.00 g/cc
Sum of Moisture Count 313.00 g/cc
Average of Moisture Count 104.00 g/cc
Count Ratio Density 0.50
Count Ratio Moisture 0.17
Calculated Percent Relative Compaction 98.6 %
Reported Percent Relative Compaction 99 %