Summary for Test 2020-08-06-37-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 213598
DEA: 051F75U4
EFIS: 0518000092
DIST-CO-RTE-PM05-MON-101-R36.9/47.7
Award Date01/16/2019
Closeout Date01/11/2024
Work DescriptionCRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER
Location DescriptionMONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE
QA Service Level1 (Verified on 10/11/2018)

Sample Information

Sample Taken Date08/06/2020 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 testing08/10/2020
Sample typeAcceptance A brief description of the sample3/4" HMA-A w/RAP & LAS
The quantity of what the sample constitutes1 box From where was the sample collectedManufacturer
First name of sampler or witnessed bySteffan Last name of sampler or witnessed byNegro
Title of sampler Telephone number of sampler
Laboratory sample identification20-A-183 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Coalinga 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 Grading3/4 inch Lot number4
Sublot number1 HMA Mix NumberNot set

Test Details

DIME Sample ID: 2020-08-06-37
DIME Test ID: 2020-08-06-37-1
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: 2020-08-13

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Eric Atkins
Date of test: 08/12/2020
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): no data %
Moisture Content: no data %
Temperature Compensation Factor: no data
Test Temperature: no data F
Corrected Asphalt Binder Content: 4.52 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/13/2020