Summary for Test 2023-06-06-37-4

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994322
DEA: 040K4904
EFIS: 0416000094
DIST-CO-RTE-PM04-ALA-112,185-0.0/1.8,3.4/6.5
Award Date12/22/2022
Closeout DateNot set
Work DescriptionCOLD PLANE AND OVERLAY, UPGRADE CURB RAMPS.
Location DescriptionALAMEDA COUNTY IN SAN LEANDRO ON ROUTE 112 FROM DOOLITTLE DRIVE TO EAST 14TH STREET AND ON ROUTE 185 FROM FAIRMONT DRIVE TO FARRELLY DRIVE
QA Service Level1 (Verified on 10/14/2022)

Sample Information

Sample Taken Date06/06/2023 Sample Unique Key37
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 testing06/07/2023
Sample typeQuality Assurance A brief description of the sampleHot mix asphalt
The quantity of what the sample constitutes100 Tons From where was the sample collectedJob Site
First name of sampler or witnessed byM Last name of sampler or witnessed byMagana
Title of samplerRDC QC 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 Grading3/4 inch Lot number1
Sublot number2 HMA Mix Number226108

Test Details

DIME Sample ID: 2023-06-06-37
DIME Test ID: 2023-06-06-37-4
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: 2023-07-17

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Leonardo Mendoza
Date of test: 06/07/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3244.3 g
Mass of the specimen and specimen basket assembly prior to ignition: 5309.9 g
Mass of HMA Sample prior to ignition: 2065.6 g
Mass Loss: 189.5 g
Mass of aggregate remaining after ignition: 1876.1 g
Correction Factor (Percent by mass of HMA Specimen): 1.08 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.15 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.94 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/17/2023