Summary for Test 2025-03-25-93-1

Test performed: AASHTO T308-25

Project Information

Project IdentifiersProject ID: 994443
DEA: 053307C4
EFIS: 0514000028
DIST-CO-RTE-PM05-SLO-41,46-44.5/45.3,54.0/57.8
Award Date02/27/2023
Closeout DateNot set
Work DescriptionWye Segment - Route 41/46 Separation
Location DescriptionNot set
QA Service Level1 (Verified on 12/16/2022)

Sample Information

Sample Taken Date03/25/2025 Sample Unique Key93
Date that the sample was received by the laboratory/organization performing the testing10/14/2025 Sample typeDispute Resolution
A brief description of the sampleDispute Sample The quantity of what the sample constitutes4 boxes
From where was the sample collectedManufacturer First name of sampler or witnessed byCarlos
Last name of sampler or witnessed byManzo Title of samplerSPM QC
Telephone number of sampler Laboratory sample identification25-03-20-69-A
Linked DIME Sample ID The fabricator/manufacturer/facility namePapich Construction
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 number2
Sublot number76 HMA Mix NumberL230077A
Binder content (%)4.8 Virgin binder PG PG 64-16
Design binder PG PG 64-16 Binder SupplierSJR
RAP content (%)15 WMA AdditivesYes
Antistrip type-

Test Details

DIME Sample ID: 2025-03-25-93
DIME Test ID: 2025-03-25-93-1
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T308-25: 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: 2025-12-24

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 12/24/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 4012.0 g
Mass of the specimen and specimen basket assembly prior to ignition: 6079.3 g
Mass of HMA Sample prior to ignition: 2067.3 g
Mass Loss: 140.3 g
Mass of aggregate remaining after ignition: 1927.0 g
Correction Factor (Percent by mass of HMA Specimen): 0.91 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.88 %
General comments (publicly viewable) (Max 1000 characters): Does Not Comply Target 4.80% tested 5.88%

Test was verified on 12/24/2025 ✔