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Sample Record for 2020-04-15-4

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

Project Information

Project ID: 214587 DEA: 101J1604 EFIS: 1018000180 QA Service Level: 1
DIST-CO-RTE-PM: 10-STA-132-27.9/41.0
Work Description: COLD PLANE AC PAVEMENT, RHMA OVERLAY AND SLURRY SEAL.
Location Description: STANISLAUS COUNTY IN AND NEAR WATERFORD FROM G STREET TO 1.2 MILES EAST OF RUSHING ROAD
Contractor Name: George Reed
Contractor Address: PO Box, Greenwood, CA 95635
Resident Engineer: Ranbir Bhullar Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-04-15-4
TL Number from the TL Form: C033877
Sample Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 04/15/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/15/2020
The quantity of what the sample constitutes: RAP
A brief description of the sample: RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed Inc

Material Information

RAP Source: Stockpile
Aggregate Size: 3/8 inch minus
Aggregate Source: Table Mountain Quarry
RAP Stockpile: Static
Stockpile Size (tons): 3000

Test Results

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2020-04-15-4-1AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)04/17/202004/17/2020Clinton EdmistonCT HQ - Hot Mix Asphalt LaboratoryFrank Chavez Jr
2020-04-15-4-2AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)04/17/202004/17/2020Clinton EdmistonCT HQ - Hot Mix Asphalt LaboratoryFrank Chavez Jr
2020-04-15-4-3AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)04/17/202004/17/2020Clinton EdmistonCT HQ - Hot Mix Asphalt LaboratoryFrank Chavez Jr