Summary for Test 2026-05-06-68-2

Test performed: AASHTO T308-25

Project Information

Project IdentifiersProject ID: 1001197
DEA: 07319604
EFIS: 0716000025
DIST-CO-RTE-PM07-VEN-1,101-21.3/21.9,R34.9/R36.1
Award Date09/16/2025
Closeout DateNot set
Work DescriptionREMOVE AND CONSTRUCT BRIDGE.
Location DescriptionVENTURA COUNTY ON ROUTE 1 FROM 1.8 MILES NORTH OF ROUTE 1/33 SEPARATION TO 2.0 MILES SOUTH OF A LEASE CANYON ROAD AND ON ROUTE 101 FROM 0.4 MILE NORTH OF DULAH ROAD UNDERCROSSING TO SAN MIGUELITO ROAD UNDERCROSSING
QA Service Level1 (Verified on 07/01/2025)

Sample Information

Sample Taken Date05/06/2026 Sample Unique Key68
Date that the sample was received by the laboratory/organization performing the testing05/14/2026 Sample typeAcceptance
A brief description of the sample3/4 HMA-A The quantity of what the sample constitutes750 Tons
From where was the sample collectedManufacturer First name of sampler or witnessed byChris
Last name of sampler or witnessed byHurtado Title of samplerVulcan QC
Telephone number of sampler Laboratory sample identification26-133
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Materials Saticoy
Transportation Laboratory (TL) Number019607 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 Number220200 SAT VLO
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: 2026-05-06-68
DIME Test ID: 2026-05-06-68-2
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
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: 2026-05-26

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Daniel Gomez
Date of test: 05/15/2026
Test procedure used?: Method A
Mass of the specimen basket assembly: 4061.5 g
Mass of the specimen and specimen basket assembly prior to ignition: 6142.2 g
Mass of HMA Sample prior to ignition: 2080.7 g
Mass Loss: 105.1 g
Mass of aggregate remaining after ignition: 1975.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.18 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.87 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/26/2026 ✔