Print Report | Back to Sample Detail

Sample Record for 2023-05-18-9

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

Project Information

Project ID: 994109 DEA: 060W1704 EFIS: 0617000103 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-41-R27.4/R28.5
Work Description: REMOVE AC PAVEMENT, WIDEN TRAVEL WAY, AND CONSTRUCT RETAINING WALL.
Location Description: FRESNO COUNTY IN FRESNO FROM 0.1 MILE SOUTH OF ASHLAN AVENUE OVERCROSSING TO SHAW AVENUE OVERCROSSING
Contractor Name: RNR Construction, Inc
Contractor Address: 8589 Thys Court, Sacramento, CA,95828
Resident Engineer: Mark Mengoni Structure Rep.: Benjamin Holton

Sample Information

DIME Sample ID: 2023-05-18-9
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 05/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/18/2023
The quantity of what the sample constitutes: 1000 SQYD
A brief description of the sample: Class 2 Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: Drainage system 5 A-B
The fabricator/manufacturer/facility name: Austin Aggs

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-20-0016
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 5 Lt 13.81
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 on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-05-18-9-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/18/2023
Date Tested: 05/18/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
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 1991 g/cc
Count or Density 1 828 g/cc
Count or Density 2 814 g/cc
Count or Density 3 807 g/cc
Standard Count Moisture 624 g/cc
Moisture Count 1 123 g/cc
Moisture Count 2 124 g/cc
Moisture Count 3 122 g/cc
Sum of Count or Density 2449 g/cc
Average of Count or Density 816 g/cc
Sum of Moisture Count 369 g/cc
Average of Moisture Count 123 g/cc
Count Ratio Density 0.41
Count Ratio Moisture 0.2
Calculated Percent Relative Compaction 98.3 %
Reported Percent Relative Compaction 98 %