Summary for Test 2024-06-26-112-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994226
DEA: 042K7004
EFIS: 0417000010
COOP: 042895
DIST-CO-RTE-PM04-ALA-880-R0.0/11.8
Award Date07/13/2023
Closeout DateNot set
Work DescriptionCold plane pavement and overlay with RHMA-G/RHMA-O (CAPITAL PREVENTIVE MAINTENANCE)
Location DescriptionALAMEDA COUNTY IN FREMONT AND NEWARK FROM SANTA CLARA COUNTY LINE TO 0.4 MILE NORTH OF FREMONT BOULEVARD OVERCROSSING
QA Service Level1 (Verified on 09/13/2022)

Sample Information

Sample Taken Date06/26/2024 Sample Unique Key112
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 testing06/28/2024
Sample typeQuality Assurance A brief description of the sample1/2 RHMA-G HMA
The quantity of what the sample constitutes0 to 1500 From where was the sample collectedSupplier
First name of sampler or witnessed byJ Last name of sampler or witnessed byBarajas
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Pleasanton 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 number5
Sublot number6 HMA Mix NumberDO4 JMF 22 041

Test Details

DIME Sample ID: 2024-06-26-112
DIME Test ID: 2024-06-26-112-1
Testing Lab: CT D04 - Hayward 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: 2024-08-01

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Luis Magana
Date of test: 06/28/2024
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1589 g
Mass Loss: 140.8 g
Correction Factor (Percent by mass of HMA Specimen): 1.01 %
Moisture Content: 0 %
Temperature Compensation Factor: 0.19 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.66 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/1/2024