Summary for Test 2020-06-30-47-1

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 Key47
Date that the sample was received by the laboratory/organization performing the testing07/02/2020 Sample typeVerification
A brief description of the sampleRAP Sample The quantity of what the sample constitutes2 bags
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
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceHot Plant Los Banos
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2020-06-30-47
DIME Test ID: 2020-06-30-47-1
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: 07/13/2020
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: 1528.7 g
Mass Loss: no data
Mass of aggregate remaining after ignition: 1476.0 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: no data
Test Temperature: 899.6 F
Corrected Asphalt Binder Content: 3.45 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/5/2020 ✔