Summary for Test 2026-09-17-90-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1002539
DEA: 042X7104
EFIS: 0425000144
DIST-CO-RTE-PM04-SOL--unknown
Award Date06/09/2026
Closeout DateNot set
Work DescriptionHM1 Pavement
Location DescriptionSOLANO COUNTY NEAR DIXON ON ROUTE 80 AT PEDRICK ROAD OVERCROSSING AND ON ROUTE 113 FROM ROUTE 12 TO 0.3 MILE SOUTH OF PARKWAY BOULEVARD
QA Service Level1 (Verified on 08/11/2026)

Sample Information

Sample Taken Date09/17/2026 Sample Unique Key90
Date that the sample was received by the laboratory/organization performing the testing09/18/2026 Sample typeQuality Assurance
A brief description of the sample3/4"WMA-Rap 15% The quantity of what the sample constitutes5250-6000Tons
From where was the sample collectedSupplier First name of sampler or witnessed byCody
Last name of sampler or witnessed byCordero 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 number1
Sublot number8 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: 2026-09-17-90
DIME Test ID: 2026-09-17-90-2
Testing Lab: CT D04 - Concord Field 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: 2026-10-08

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Cody Cordero
Date of test: 09/18/2026
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2068.7 g
Mass Loss: 117.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.75 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.13 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 4.81 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/8/2026 ✔