Summary for Test 2025-12-18-88-2

Test performed: AASHTO T308-25

Project Information

Project IdentifiersProject ID: 993595
DEA: 042Q5504
EFIS: 0419000024
DIST-CO-RTE-PM04-SOL-12-7.9/14.1
Award Date02/14/2025
Closeout DateNot set
Work DescriptionRHMA OVERLAY, REPLACE CULVERTS, BRIDGE RAILS, AND MEDIAN BARRIERS.
Location DescriptionSOLANO COUNTY NEAR SUISUN CITY FROM 0.2 MILE EAST OF LAWLER RANCH PARKWAY TO 0.5 MILE EAST OF SHILOH ROAD
QA Service Level1 (Verified on 02/22/2022)

Sample Information

Sample Taken Date12/18/2025 Sample Unique Key88
Date that the sample was received by the laboratory/organization performing the testing12/19/2025 Sample typeQuality Assurance
A brief description of the sample3/4" hma-wma The quantity of what the sample constitutes750 Tons
From where was the sample collectedManufacturer First name of sampler or witnessed byHENRY
Last name of sampler or witnessed byCONCEPCION Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameTeichert Woodland
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 number12 HMA Mix Number
Binder content (%)0.0 Virgin binder PG
Design binder PG Binder Supplier
RAP content (%)Not set WMA Additives
Antistrip type

Test Details

DIME Sample ID: 2025-12-18-88
DIME Test ID: 2025-12-18-88-2
Testing Lab: CT D04 - Concord Field 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: 2026-01-27

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Henry Concepcion
Date of test: 01/06/2026
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2100.5 g
Mass Loss: 112.1 g
Correction Factor (Percent by mass of HMA Specimen): 0.85 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 4.34 %
General comments (publicly viewable) (Max 1000 characters): L2 SL 12

Test was verified on 1/27/2026 ✔