Summary for Test 2025-09-25-60-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994616
DEA: 112N1654
EFIS: 1122000152
DIST-CO-RTE-PM11-SD-8-R61.0/R68.0
Award Date06/05/2023
Closeout Date06/11/2024
Work DescriptionPLACE RHMA-G(BWC) OVERLAY, PAVEMENT MARKING, & RUMBLE STRIP.
Location DescriptionSAN DIEGO COUNTY NEAR BOULEVARD FROM 0.1 MILE WEST OF CRESTWOOD ROAD UNDERCROSSING TO 0.2 MILE EAST OF MCCAIN VALLEY ROAD UNDERCROSSING
QA Service Level1 (Verified on 07/18/2023)

Sample Information

Sample Taken Date09/25/2025 Sample Unique Key60
Date that the sample was received by the laboratory/organization performing the testing09/25/2025 Sample typeQuality Assurance
A brief description of the sample1/2" RHMA-G The quantity of what the sample constitutes4 boxes
From where was the sample collectedSource First name of sampler or witnessed byMohammed
Last name of sampler or witnessed byMasud Title of sampler
Telephone number of sampler Laboratory sample identification25-09-25-60-A
Linked DIME Sample ID2025-09-25-61 The fabricator/manufacturer/facility nameMartin Marrieta
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 TypeRHMA-G
HMA Grading1/2 inch Lot number
Sublot number HMA Mix Number21218180AH MM
Binder content (%)7.5 Virgin binder PG PG 64-16
Design binder PG PG 64-16 Binder SupplierValero
RAP content (%)0 WMA AdditivesNo
Antistrip typeLiquid

Test Details

DIME Sample ID: 2025-09-25-60
DIME Test ID: 2025-09-25-60-1
Testing Lab: CT D11 - District 11 Materials 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: 2025-10-15

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 10/06/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3934.1 g
Mass of the specimen and specimen basket assembly prior to ignition: 5464.6 g
Mass of HMA Sample prior to ignition: 1530.5 g
Mass Loss: 117.7 g
Mass of aggregate remaining after ignition: 1412.8 g
Correction Factor (Percent by mass of HMA Specimen): 0.10 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.59 %
General comments (publicly viewable) (Max 1000 characters): Target 7.50% Complies

Test was verified on 10/15/2025 ✔