Summary for Test 2024-08-02-29-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 995118
DEA: 031H6304
EFIS: 0316000193
DIST-CO-RTE-PM03-SAC-99-12.7/16.3
Award Date01/30/2024
Closeout DateNot set
Work DescriptionCONSTRUCT TWO AUX LANES, CONC BARRIER, & MODIFY ELECT SYSTEMS.
Location DescriptionSACRAMENTO COUNTY IN AND NEAR ELK GROVE FROM 0.1 MILE SOUTH OF ELK GROVE BOULEVARD OVERCROSSING TO CALVINE ROAD OVERCROSSING
QA Service Level1 (Verified on 11/13/2023)

Sample Information

Sample Taken Date08/02/2024 Sample Unique Key29
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 testing08/05/2024
Sample typeQuality Assurance A brief description of the sample2 Boxes
The quantity of what the sample constitutes3/4" HMA w/ 15% RAP From where was the sample collectedSource
First name of sampler or witnessed bySaechao Last name of sampler or witnessed bySaechao
Title of samplerPlant OC Telephone number of sampler
Laboratory sample identificationDaily 24-137 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Perkins Transportation Laboratory (TL) NumberC743583
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 number5 HMA Mix Number

Test Details

DIME Sample ID: 2024-08-02-29
DIME Test ID: 2024-08-02-29-2
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: 2024-08-06

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 08/06/2024
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2196.3 g
Mass Loss: 124 g
Correction Factor (Percent by mass of HMA Specimen): 0.45 %
Moisture Content: 0 %
Temperature Compensation Factor: 0.02 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.2 %
General comments (publicly viewable) (Max 1000 characters): L1 OBC 4.8

Test was verified on 8/6/2024