Summary for Test 2020-06-30-48-5

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214059
DEA: 042K7504
EFIS: 0417000019
DIST-CO-RTE-PM04-SCL-152-7.6/M10.2
Award Date05/24/2019
Closeout Date04/12/2021
Work DescriptionROADWAY REHAB, CURB RAMPS, SIGNALS, AND STRIPING UPGRADES.
Location DescriptionSANTA CLARA COUNTY IN GILROY FROM 0.3 MILE WEST OF SANTA TERESA BOULEVARD TO ROUTE 101
QA Service Level1 (Verified on 06/04/2019)

Sample Information

Sample Taken Date06/30/2020 Sample Unique Key48
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing07/02/2020
Sample typeVerification A brief description of the sampleHMA Sample
The quantity of what the sample constitutes20 boxes From where was the sample collectedManufacturer
First name of sampler or witnessed bypurvey Last name of sampler or witnessed byShah
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction Company 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 TypeType A HMA
HMA Grading3/8 inch Lot number
Sublot number HMA Mix NumberNot set

Test Details

DIME Sample ID: 2020-06-30-48
DIME Test ID: 2020-06-30-48-5
Testing Lab: CT D04 - Hayward DME / District 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: 2020-08-05

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Reza Dineli
Date of test: 07/07/2020
Test procedure used?: Method A
Mass of the specimen basket assembly: no data
Mass of the specimen and specimen basket assembly prior to ignition: no data
Mass of HMA Sample prior to ignition: 1586.0 g
Mass Loss: no data
Mass of aggregate remaining after ignition: 1483.2 g
Correction Factor (Percent by mass of HMA Specimen): 0.33 %
Moisture Content: 0.00 %
Temperature Compensation Factor: no data
Test Temperature: 1000.4 F
Corrected Asphalt Binder Content: 6.15 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/5/2020