Summary for Test 2021-08-20-60-3

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214114
DEA: 040A5394
EFIS: 0418000244
DIST-CO-RTE-PM04-SOL-80,12-11.4/12.8, 2.1/2.8
Award DateNot set
Closeout Date02/24/2023
Work DescriptionWiden EB SR-12 Connector, Construct 3 ramps & 2 box girder bridges, remove existing bridge, etc.
Location DescriptionI-80/I-680/Route 12 Interchange
QA Service Level1 (Verified on 04/23/2019)

Sample Information

Sample Taken Date08/20/2021 Sample Unique Key60
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 testing08/08/2021
Sample typeVerification A brief description of the sample2 bags samples
The quantity of what the sample constitutes2 bags From where was the sample collectedFabricator
First name of sampler or witnessed byNick Last name of sampler or witnessed byHall
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSyar Industries Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceSyar Vallejo
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2021-08-20-60
DIME Test ID: 2021-08-20-60-3
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: 2021-10-06

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: NA
Date of test: 10/06/2021
Test procedure used?: no data
Mass of HMA Sample prior to ignition: no data
Mass Loss: no data
Correction Factor (Percent by mass of HMA Specimen): no data %
Moisture Content: no data
Temperature Compensation Factor: no data
Test Temperature: no data
Corrected Asphalt Binder Content: 4.87 %
General comments (publicly viewable) (Max 1000 characters): This value is extracted from Page 2 of submitted 3111 per Donald Zuniga's instruction

Test was verified on 10/6/2021