Summary for Test 2023-06-30-11-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993582
DEA: 081L8404
EFIS: 0820000169
DIST-CO-RTE-PM08-SBD-138-R15.3/r17.1
Award DateNot set
Closeout DateNot set
Work DescriptionINSTALL GROUND-IN CENTERLINE AND SHOULDER RUMBLE STRIP
Location DescriptionNot set
QA Service Level1 (Verified on 02/21/2022)

Sample Information

Sample Taken Date06/30/2023 Sample Unique Key11
Date that the sample was received by the laboratory/organization performing the testing07/03/2023 Sample typeDepartment Acceptance
A brief description of the sample3/4" HMA-A-SP R15 0.50% LAS The quantity of what the sample constitutes2 boxes of HMA 57.92 tons out
From where was the sample collectedManufacturer First name of sampler or witnessed byRichard
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification0350A-23
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Corona
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number224112 CORD SJR
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Test Details

DIME Sample ID: 2023-06-30-11
DIME Test ID: 2023-06-30-11-1
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: 2023-07-14

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Dylan Nault
Date of test: 07/05/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2147.1 g
Mass Loss: 108.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.26 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.65 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/14/2023 ✔