Summary for Test 2024-05-12-21-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994730
DEA: 040Y1904
EFIS: 0422000255
DIST-CO-RTE-PM04-SOL-37-R0.0/R7.4
Award Date06/27/2023
Closeout DateNot set
Work DescriptionCOLD PLANE ASPHALT CONCRETE PAVEMENT AND OVERLAY WITH RHMA-G.
Location DescriptionSOLANO COUNTY IN AND NEAR VALLEJO FROM SONOMA COUNTY LINE TO NAPA RIVER BRIDGE
QA Service Level1 (Verified on 05/10/2023)

Sample Information

Sample Taken Date05/12/2024 Sample Unique Key21
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 testing05/12/2024
Sample typeQuality Assurance A brief description of the sample1/2-INCH RHMA-G
The quantity of what the sample constitutes1545Grams From where was the sample collectedSupplier
First name of sampler or witnessed byDaniel Last name of sampler or witnessed byRingler
Title of samplerLab Technician Telephone number of sampler7078161520
Laboratory sample identificationCon_24_287 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Vallejo Drier Drum plant 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 Grading1/2 inch Lot number1
Sublot number16 HMA Mix Number326128D

Test Details

DIME Sample ID: 2024-05-12-21
DIME Test ID: 2024-05-12-21-1
Testing Lab: CT D04 - Concord Field 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: 2024-05-15

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Jacob Vega
Date of test: 05/12/2024
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1545.0 g
Mass Loss: 138.7 g
Correction Factor (Percent by mass of HMA Specimen): 1.23 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.19 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.55 %
General comments (publicly viewable) (Max 1000 characters): LOT 1 SUBLOT 16 Vulcan Vallejo Drier Drum Plant

Test was verified on 5/15/2024