Summary for Test 2024-10-25-21-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1000018
DEA: 042Q7604
EFIS: 0419000046
DIST-CO-RTE-PM04-ALA-238,680-0.7/0.8,M0.1
Award Date05/22/2024
Closeout Date07/03/2026
Work DescriptionRECTANGULAR RAPID FLASHING BEACON SYSTEMS, HMA, CURB RAMP AND SW.
Location DescriptionALAMEDA COUNTY IN FREMONT ON ROUTE 680 AT OFF-RAMP TO SCOTT CREEK ROAD AND ON ROUTE 238 AT MISSION BRIDGE COURT
QA Service Level1 (Verified on 01/08/2024)

Sample Information

Sample Taken Date10/25/2024 Sample Unique Key21
Date that the sample was received by the laboratory/organization performing the testing10/28/2024 Sample typeQuality Assurance
A brief description of the sample3/4"HMA w/25% RAP The quantity of what the sample constitutes750 Tons
From where was the sample collectedSource First name of sampler or witnessed byBhalinder
Last name of sampler or witnessed byPandher Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Pleasanton
Transportation Laboratory (TL) NumberC772355 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number1
Sublot number1 HMA Mix NumberMD6742 WM
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: 2024-10-25-21
DIME Test ID: 2024-10-25-21-1
Testing Lab: CT D04 - Pleasanton 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: 2024-11-01

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Robert Lohman
Date of test: 10/31/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 2896.1 g
Mass of the specimen and specimen basket assembly prior to ignition: 4916.7 g
Mass of HMA Sample prior to ignition: 2020.6 g
Mass Loss: 127.9 g
Mass of aggregate remaining after ignition: 1892.7 g
Correction Factor (Percent by mass of HMA Specimen): 1.23 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.15 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 4.95 %
General comments (publicly viewable) (Max 1000 characters): Burn #1

Test was verified on 11/1/2024 ✔