Summary for Test 2023-09-13-13-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214135
DEA: 09213404
EFIS: 0900000030
DIST-CO-RTE-PM09-INY-395-29.9/41.8
Award Date10/22/2021
Closeout DateNot set
Work DescriptionROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location DescriptionINYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
QA Service Level1 (Verified on 05/03/2019)

Sample Information

Sample Taken Date09/13/2023 Sample Unique Key13
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing09/13/2023
Sample typeAcceptance A brief description of the sample3/4" WMA-SP R25
The quantity of what the sample constitutes1 box of HMA From where was the sample collectedJob Site
First name of sampler or witnessed byJerid Last name of sampler or witnessed byKupelian
Title of sampler Telephone number of sampler
Laboratory sample identificationHMAR-06 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFisher Sand and Gravel 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 number
Sublot number HMA Mix Number

Test Details

DIME Sample ID: 2023-09-13-13
DIME Test ID: 2023-09-13-13-2
Testing Lab: CT D09 - Bishop 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 (Method A) (Asphalt Binder Content)
Test Release Date: 2023-09-18

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Colton Carrington
Date of test: 09/15/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4243.0 g
Mass of the specimen and specimen basket assembly prior to ignition: 6802.7 g
Mass of HMA Sample prior to ignition: 2559.7 g
Mass Loss: 124.2 g
Mass of aggregate remaining after ignition: 2435.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.17 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.68 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/18/2023