Summary for Test 2024-10-25-31-3

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1000159
DEA: 033G0504
EFIS: 0323000119
DIST-CO-RTE-PM03-YOL-16-23.5/24.9,25.5/28.9
Award Date05/22/2024
Closeout DateNot set
Work DescriptionPARTIAL DEPTH RECYCLING AND RHMA-G OVERLAY.
Location DescriptionYOLO COUNTY IN AND NEAR ESPARTO FROM ROAD 82B TO 0.3 MILE WEST OF CAPAY CANAL BRIDGE AND FROM 0.3 MILE EAST OF CAPAY CANAL BRIDGE TO 0.3 MILE EAST OF ROAD 86A
QA Service Level1 (Verified on 04/18/2024)

Sample Information

Sample Taken Date10/25/2024 Sample Unique Key31
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 testing11/05/2024
Sample typeQuality Assurance A brief description of the sample2 Boxes
The quantity of what the sample constitutes3/4" HMA w/ 12% RAP From where was the sample collectedSource
First name of sampler or witnessed byJohn Last name of sampler or witnessed byPlant OC
Title of sampler Telephone number of sampler
Laboratory sample identificationDaily 24-260 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Woodland Transportation Laboratory (TL) NumberC849961
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 number2 HMA Mix Number

Test Details

DIME Sample ID: 2024-10-25-31
DIME Test ID: 2024-10-25-31-3
Testing Lab: CT D03 - Olivehurst Northern Regional 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: 2024-11-07

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 11/06/2024
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2,197.0 g
Mass Loss: 147.4 g
Correction Factor (Percent by mass of HMA Specimen): 0.74 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.02 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.97 %
General comments (publicly viewable) (Max 1000 characters): L1 OBC 4.7

Test was verified on 11/7/2024