Summary for Test 2023-11-22-25-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993312
DEA: 030J7004
EFIS: 0320000004
DIST-CO-RTE-PM03-BUT-32-30.8/31.0
Award Date02/01/2022
Closeout DateNot set
Work DescriptionCONSTRUCT RETAINING WALL, CULVERT AND PLACE HMA.
Location DescriptionBUTTE COUNTY NEAR FOREST RANCH FROM 1.3 MILES SOUTH TO 1.1 MILES SOUTH OF CARPENTER RIDGE ROAD
QA Service Level1 (Verified on 10/15/2021)

Sample Information

Sample Taken Date11/22/2023 Sample Unique Key25
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 testing11/30/2023
Sample typeQuality Assurance A brief description of the sampleBoxes of Mix
The quantity of what the sample constitutes3/4" HMA-A From where was the sample collectedJob Site
First name of sampler or witnessed byMark Last name of sampler or witnessed byAtterberry
Title of sampler Telephone number of sampler
Laboratory sample identification23-281 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKRC Orland 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 number1
Sublot number1 HMA Mix Number

Test Details

DIME Sample ID: 2023-11-22-25
DIME Test ID: 2023-11-22-25-1
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: 2023-12-01

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 12/01/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2194.3 g
Mass Loss: 124.8 g
Correction Factor (Percent by mass of HMA Specimen): 0.99 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.02 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.70 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/1/2023