Summary for Test 2022-08-31-61-4

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993603
DEA: 051N7004
EFIS: 0521000081
DIST-CO-RTE-PM05-SLO-166-16.0/21.0
Award Date04/22/2022
Closeout Date03/28/2023
Work DescriptionPARTIAL DEPTH RECYCLING AND OVERLAY WITH RHMA (GAP GRADED).
Location DescriptionSAN LUIS OBISPO COUNTY ABOUT 8 MILES EAST OF SANTA MARIA FROM 0.5 MILE WEST OF HUASNA RIVER BRIDGE TO 1.9 MILES WEST OF CUYAMA RIVER BRIDGE.
QA Service Level1 (Verified on 03/28/2022)

Sample Information

Sample Taken Date08/31/2022 Sample Unique Key61
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 testing10/14/2022
Sample typeDispute Resolution A brief description of the sample3/4" RHMA-G
The quantity of what the sample constitutesL1 SL16 From where was the sample collectedJob Site
First name of sampler or witnessed byIsaac Last name of sampler or witnessed byGleffe
Title of samplerQC Telephone number of sampler18053191237
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePapich Templeton 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 TypeRHMA-G
HMA Grading3/4 inch Lot number1
Sublot number16 HMA Mix Number

Test Details

DIME Sample ID: 2022-08-31-61
DIME Test ID: 2022-08-31-61-4
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2022-10-28

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Glenn Bradley
Date of test: 10/26/2022
Test procedure used?: no data
Mass of HMA Sample prior to ignition: no data
Mass Loss: no data
Correction Factor (Percent by mass of HMA Specimen): 1.10 %
Moisture Content: no data
Temperature Compensation Factor: no data
Test Temperature: no data
Corrected Asphalt Binder Content: 7.10 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/28/2022