Summary for Test 2020-06-02-20-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 213942
DEA: 051F7004
EFIS: 0514000055
DIST-CO-RTE-PM05-MON-101-73.1/87.3
Award Date05/14/2019
Closeout Date08/23/2021
Work DescriptionREPLACE CONCRETE PANEL AND RESURFACE HMA PAVEMENT.
Location DescriptionMONTEREY COUNTY NEAR CHUALAR FROM 0.5 MILE NORTH OF NORTH GONZALES OVERCROSSING TO EAST MARKET STREET UNDERCROSSING
QA Service Level1 (Verified on 07/10/2019)

Sample Information

Sample Taken Date06/02/2020 Sample Unique Key20
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 testing06/15/2020
Sample typeVerification A brief description of the sampleBoxes of RHMA-G
The quantity of what the sample constitutesOne JMF Renewal From where was the sample collectedManufacturer
First name of sampler or witnessed byWesley Last name of sampler or witnessed byRider
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGraniterock Aromas Batch 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 numberUnknown
Sublot numberUnknown HMA Mix NumberNot set

Test Details

DIME Sample ID: 2020-06-02-20
DIME Test ID: 2020-06-02-20-1
Testing Lab: CT D05 - San Luis Obispo 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: 2020-06-18

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: W. Rider
Date of test: 06/03/2020
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: no data g
Mass Loss: no data
Correction Factor (Percent by mass of HMA Specimen): 0.65 %
Moisture Content: no data %
Temperature Compensation Factor: no data
Test Temperature: 1000 F
Corrected Asphalt Binder Content: 7.68 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/18/2020