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Testing Report for 2020-11-19-11-1

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

Project Information

DEA: 030H10U4
EFIS: 0317000246
Project ID: 213411
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-5-9.7/24.9
Work Description:
Location Description: Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Girmay Beyene
Structure Rep.: Luis Guzman

Sample Information

DIME Sample ID: 2020-11-19-11
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT D03 - North Region Materials Lab
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 11/19/2020
Date that the sample was received by the laboratory/organization performing the testing: 2/8/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-006
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Company -- Bradshaw Plant

Material Information

RAP Source: Granite Construction Company Bradshaw Plant, RAP Bin 1
Aggregate Size:
Aggregate Source:
RAP Stockpile: Continuous
Stockpile Size (tons): 40,000

Test Information

DIME Test ID: 2020-11-19-11-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Date Tested: 10/22/2020
Verified Date: 4/14/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email:
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-006.
Test Result Compliance: complies
Additional Comments When Verified : JMF21-006. Per D-3 the Lab MREA, the D-3 Lab uses the RAP test data provide by the Contactor on the CEM 3511 form (page 2), because there is not a correction factor for the burn-off of solvents in the RAP.

Submitted Test Results

Asphalt Binder Content: 4.69 %
Correction Factor (Percent by mass of HMA Specimen): no data