Test 2020-05-20-2-1 (AASHTO T308-10) Summary

Project Information
Project IdentifiersProject ID: 214520
DEA: 051H9804
EFIS: 0517000043
DIST-CO-RTE-PM05-SB-101-78.4/79.0
Work DescriptionROADWAY EXCAVATION, PLACE AGGREGATE BASE, HMA AND RHMA-G.
Location DescriptionSANTA BARBARA COUNTY NEAR SANTA MARIA FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF SOLOMON SUMMIT UNDERCROSSING
Sample Information
Sample Taken Date5/20/2020 Sample Unique Key2
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 testing5/20/2020
Sample typeAcceptance A brief description of the sampleOne Box HMA
The quantity of what the sample constitutes750 From where was the sample collectedManufacturer
First name of sampler or witnessed byNoah Last name of sampler or witnessed byHunt
Title of sampler Laboratory sample identificationD5 20-A-038
The fabricator/manufacturer/facility nameCalPortland Garey 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 number1
Sublot number6 HMA Design ID
Test Details
DIME Sample ID: 2020-05-20-2
DIME Test ID: 2020-05-20-2-1
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: 2020-05-21
Test Results

Input Type: Measured
Tester's full name: Daniel Gingras
Date of test: 05/20/2020
Test procedure used?: Method A
Mass of HMA prior to ignition: 2160 g
Mass of aggregate remaining after ignition: 2016.9 g
Correction Factor (Percent by mass of HMA Specimen): 1.01 %
Moisture Content: 0 %
Test Temperature: 538 F
Asphalt Binder Content:5.61 %
General comments (publicly viewable) (Max 250 characters): 5.20 - 6.00

Test was verified on 05/21/2020