Print Report | Back to Sample Detail

Sample Record for 2019-10-29-15

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

Project Information

Project ID: 214136 DEA: 010F3604 EFIS: 0115000115 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-R39.2/R48.3
Work Description: COLD PLANE AC PAVEMENT, RHMA OVERLAY, AND GUARDRAIL INSTALLATION.
Location Description: HUMBOLDT COUNTY NEAR REDCREST, PEPPERWOOD, AND STAFFORD FROM ENGLWOOD PARK UNDERCROSSING TO EEL RIVER BRIDGE AND OVERHEAD
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: PO BOX 1006, EUREKA CA 95502
Resident Engineer: Joaquin Rodriguez Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-10-29-15
TL Number from the TL Form:
Sample Submitted By Organization: Trinity Engineering Laboratories, Incorporated - Fresno
Sample Organization Contact: (559) 292-2188
Type of Sample: Quality Control
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/29/2019
Date that the sample was received by the laboratory/organization performing the testing: 10/29/2019
The quantity of what the sample constitutes: RHMA
A brief description of the sample: 1/2 RHMA WMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer Fraser B

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number: Unknown
Sublot number: Unknown
HMA Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2019-10-29-15-1
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)
Verified Date: 10/29/2019
Date Tested: 10/29/2019
Submitted By Organization: Trinity Engineering Laboratories, Incorporated - Fresno
Organization Address: 2473 N Sunnyside Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93727
Organization Email: mhorn@trinityeng.co
Organization Phone: (559) 260-6841
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Asphalt Binder Content 7.50 %
Correction Factor (Percent by mass of HMA Specimen) no data