Test 2021-07-21-44-2 (AASHTO T308-10) Summary

Project Information
Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
Sample Information
Sample Taken Date7/21/2021 Sample Unique Key44
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing7/21/2021
Sample typeAcceptance A brief description of the sample3/4" RHMA-G W/WMA PG 64-16 Valero Benicia
The quantity of what the sample constitutesPSE 16 boxes From where was the sample collectedManufacturer
First name of sampler or witnessed byJD Last name of sampler or witnessed byAtkinson
Title of samplerField Technician Laboratory sample identificationD78907
The fabricator/manufacturer/facility nameJ F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA Transportation Laboratory (TL) Number858983
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading3/4 inch Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2021-07-21-44
DIME Test ID: 2021-07-21-44-2
Testing Lab: CT D02 - North Region Materials Lab
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)
Test Release Date: 2021-08-16
Test Results

Input Type: Calculated
Tester's full name: Karen Dorado
Date of test: 07/22/2021
Correction Factor (Percent by mass of HMA Specimen): 0.09 %
Asphalt Binder Content:7.71 %
General comments (publicly viewable) (Max 1000 characters): Correction factor is negative 0.09

Test was verified on 08/16/2021