Summary for Test 2024-04-20-9-2

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 Date11/27/2024
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 Date04/20/2024 Sample Unique Key9
Date that the sample was received by the laboratory/organization performing the testing04/20/2024 Sample typeQuality Assurance
A brief description of the sample1/2" RHMA-G Mix The quantity of what the sample constitutes750 Tons
From where was the sample collectedSupplier First name of sampler or witnessed byNick
Last name of sampler or witnessed byHall Title of samplerLab Technician
Telephone number of sampler7072999133 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Vallejo
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading1/2 inch Lot number1
Sublot number1 HMA Mix Number326128D
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Test Details

DIME Sample ID: 2024-04-20-9
DIME Test ID: 2024-04-20-9-2
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: 2024-04-25

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Nicholas Hall
Date of test: 04/20/2024
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1673.0 g
Mass Loss: 155.3 g
Correction Factor (Percent by mass of HMA Specimen): 1.23 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.16 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.89 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/25/2024 ✔