Summary for Test 2025-07-22-97-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1000826
DEA: 07344504
EFIS: 0718000061
DIST-CO-RTE-PM07-VEN-150-
Award Date02/14/2025
Closeout DateNot set
Work DescriptionCOLD PLANE AND OVERLAY, MODIFY TRAFFIC SIGNALS AND REPLACE CURB RAMPS.
Location DescriptionVENTURA COUNTY IN SANTA PAULA FROM 0.2 MILE NORTH OF BRIDGE ROAD TO SANTA MARIA STREET
QA Service Level1 (Verified on 01/27/2025)

Sample Information

Sample Taken Date07/22/2025 Sample Unique Key97
Date that the sample was received by the laboratory/organization performing the testing07/23/2025 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 byIsaac
Last name of sampler or witnessed byOrtega Title of samplerGranite QC Technician
Telephone number of sampler Laboratory sample identification25-534
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Santa Paula
Transportation Laboratory (TL) Number019333 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 Number14342
Binder content (%)4.6 Virgin binder PG
Design binder PG Binder Supplier
RAP content (%)Not set WMA Additives
Antistrip type

Test Details

DIME Sample ID: 2025-07-22-97
DIME Test ID: 2025-07-22-97-2
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
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: 2025-10-17

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Daniel Gomez
Date of test: 08/18/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 4073.4 g
Mass of the specimen and specimen basket assembly prior to ignition: 6162.9 g
Mass of HMA Sample prior to ignition: 2089.5 g
Mass Loss: 104.2 g
Mass of aggregate remaining after ignition: 1985.3 g
Correction Factor (Percent by mass of HMA Specimen): 0.09 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.90 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/17/2025 ✔