Summary for Test 2024-08-13-116-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994975
DEA: 034H0704
EFIS: 0318000158
DIST-CO-RTE-PM03-NEV-20-R12.2/20.0
Award Date10/30/2023
Closeout DateNot set
Work DescriptionCOLD PLANE AND OVERLAY, INSTALL CURED-IN-PLACE PIPELINERS.
Location DescriptionNEVADA COUNTY IN AND NEAR GRASS VALLEY AND NEVADA CITY FROM ROUTE 20/49 SEPARATION TO 0.1 MILE EAST OF CELIO ROAD
QA Service Level1 (Verified on 08/28/2023)

Sample Information

Sample Taken Date08/13/2024 Sample Unique Key116
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 testing08/28/2024
Sample typeQuality Assurance A brief description of the sample2 Boxes
The quantity of what the sample constitutes3/4" RHMA-G From where was the sample collectedSource
First name of sampler or witnessed byMike Last name of sampler or witnessed byChittenden
Title of sampler Telephone number of sampler
Laboratory sample identificationDaily24-172 Linked DIME Sample ID2024-08-13-98
The fabricator/manufacturer/facility nameTeichert Hallwood Transportation Laboratory (TL) Number
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 number3
Sublot number14 HMA Mix Number

Test Details

DIME Sample ID: 2024-08-13-116
DIME Test ID: 2024-08-13-116-2
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Test Release Date: 2024-08-30

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 08/29/2024
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2236.2 g
Mass Loss: 178.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.48 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.02 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.51 %
General comments (publicly viewable) (Max 1000 characters): L1 OBC 7.5

Test was verified on 8/30/2024