Summary for Test 2023-06-16-39-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 215057
DEA: 010F5304
EFIS: 0116000018
DIST-CO-RTE-PM01-HUM-299,200-R1.8,R2.7
Award Date09/02/2020
Closeout Date09/21/2023
Work DescriptionRAISE BRIDGE AND HMA PAVING
Location DescriptionHUMBOLDT COUNTY NEAR ARCATA AT ROUTE 200/299 SEPARATION
QA Service Level1 (Verified on 07/24/2020)

Sample Information

Sample Taken Date06/16/2023 Sample Unique Key39
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 testing06/16/2023
Sample typeAcceptance A brief description of the sample1/2" HMA-A R15 PG 64-16
The quantity of what the sample constitutes1 day of production From where was the sample collectedManufacturer
First name of sampler or witnessed bygeorge Last name of sampler or witnessed bythorpe
Title of samplerConsultant Tester Telephone number of sampler
Laboratory sample identification23-134 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKernen Transportation Laboratory (TL) Number972439
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 Grading1/2 inch Lot number
Sublot number HMA Mix Number20 226

Test Details

DIME Sample ID: 2023-06-16-39
DIME Test ID: 2023-06-16-39-1
Testing Lab: CT D01 - District 1 Materials 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: 2023-06-21

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Jayce Brown
Date of test: 06/21/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1706.1 g
Mass Loss: 107.1 g
Correction Factor (Percent by mass of HMA Specimen): 0.91 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 5.37 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/21/2023