Summary for Test 2020-10-13-3-1

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 DateNot set
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 Date10/13/2020 Sample Unique Key3
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 testing10/14/2020
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 byStephen Last name of sampler or witnessed byNegro
Title of sampler Telephone number of sampler
Laboratory sample identification20-A-276 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 number5
Sublot number5 HMA Design ID

Test Details

DIME Sample ID: 2020-10-13-3
DIME Test ID: 2020-10-13-3-1
Testing Lab: CT D05 - Field 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 (Asphalt Binder Content)
Test Release Date: 2020-10-15

Test Results


Input Type: Calculated
Tester's full name: Eric Atkins
Date of test: 10/15/2020
Correction Factor (Percent by mass of HMA Specimen): no data %
Asphalt Binder Content:4.63 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/15/2020