Summary for Test 2023-09-18-81-4

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 215336
DEA: 051G9804
EFIS: 0516000009
DIST-CO-RTE-PM05-SLO-1-10.0/16.8
Award Date12/19/2022
Closeout DateNot set
Work DescriptionRHMA (GAP GRADED), RETAINING WALL, CURB RAMPS AND LIGHTING SYSTEMS.
Location DescriptionSAN LUIS OBISPO COUNTY FROM GRACIA WAY AT OCEANO TO ROUTE 1/101 SEPARATION IN PISMO BEACH.
QA Service Level1 (Verified on 11/18/2020)

Sample Information

Sample Taken Date09/18/2023 Sample Unique Key81
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 testing09/18/2023
Sample typeDepartment Acceptance A brief description of the sample3/4" coldfeed
The quantity of what the sample constitutesPSUE From where was the sample collectedSupplier
First name of sampler or witnessed byIsaac Last name of sampler or witnessed byGleffe
Title of samplerARET Telephone number of sampler18053191237
Laboratory sample identification230918A Linked DIME Sample ID
The fabricator/manufacturer/facility nameCalportland-Garey Transportation Laboratory (TL) NumberC230917A
Inspector Lot Number from the Transportation Laboratory (TL) FormLot 1 Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number1
Sublot number1 HMA Mix NumberD1215H530

Test Details

DIME Sample ID: 2023-09-18-81
DIME Test ID: 2023-09-18-81-4
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: 2023-10-10

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Eric Atkins
Date of test: 10/13/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2058.8 g
Mass Loss: 130.3 g
Correction Factor (Percent by mass of HMA Specimen): 0.93 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 5.40 %
General comments (publicly viewable) (Max 1000 characters): Binder content for L1 SL1 3/4 inch HMA-A

Test was verified on 10/10/2023