Summary for Test 2023-11-29-16-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214337
DEA: 080E33U4
EFIS: 0817000075
DIST-CO-RTE-PM08-SBD-115-R7.3/R10.0
Award Date04/26/2021
Closeout DateNot set
Work DescriptionADD WB AUX & EB DECEL LANES, WIDEN I15 SW CONNECT,RAMPS/BRDG
Location DescriptionSAN BERNARDINO COUNTY IN ONTARIO FROM 0.2 MILE WEST OF CUCAMONGA CREEK BRIDGE TO MILLIKEN AVENUE
QA Service Level1 (Verified on 06/23/2021)

Sample Information

Sample Taken Date11/29/2023 Sample Unique Key16
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 testing12/04/2023
Sample typeDepartment Acceptance A brief description of the sample3/4" RHMA-G-SP 0.5% LAS
The quantity of what the sample constitutes2 Boxes of RHMA-G From where was the sample collectedManufacturer
First name of sampler or witnessed byAAA Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0593G-23 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAAA-Corona 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 Grading1/2 inch Lot number
Sublot number HMA Mix Number106835

Test Details

DIME Sample ID: 2023-11-29-16
DIME Test ID: 2023-11-29-16-1
Testing Lab: CT D08 - Fontana Southern 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: 2023-12-12

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Dylan Nault
Date of test: 12/07/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2124.2 g
Mass Loss: 147.5 g
Correction Factor (Percent by mass of HMA Specimen): -0.09 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.10 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 6.93 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/12/2023