Summary for Test 2026-07-14-111-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1000775
DEA: 022J9704
EFIS: 0221000154
DIST-CO-RTE-PM02-SHA-5,89-Var
Award Date02/26/2025
Closeout DateNot set
Work DescriptionBRIDGE POLYESTER CONCRETE OVERLAY AND METHACRYLATE DECK SEAL.
Location DescriptionSHASTA COUNTY ON ROUTE 5 AT VARIOUS LOCATIONS FROM ANTLER UNDERCROSSING TO SODA CREEK ROAD UNDERCROSSING AND ON ROUTE 89 AT VARIOUS LOCATIONS FROM HAT CREEK BRIDGE NO. 06-0085 TO CAYTON CREEK BRIDGE
QA Service Level1 (Verified on 12/04/2024)

Sample Information

Sample Taken Date07/14/2026 Sample Unique Key111
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing07/15/2026
Sample typeProduction Start-Up A brief description of the sample16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28M)
The quantity of what the sample constitutesProduction Start Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD80289 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea Construction - Fawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number875933
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 Number
Binder content (%)4.7 Virgin binder PGPG 58-34 M
Design binder PGPG 64-28 M Binder SupplierAlbina (Klamath Falls, OR)
RAP content (%)24 WMA AdditivesNo
Antistrip type1% Lime

Test Details

DIME Sample ID: 2026-07-14-111
DIME Test ID: 2026-07-14-111-2
Testing Lab: CT D02 - Redding Northern Regional 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: 2026-08-12

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 07/27/2026
Test procedure used?: Method A
Mass of the specimen basket assembly: 3020.4 g
Mass of the specimen and specimen basket assembly prior to ignition: 5113.8 g
Mass of HMA Sample prior to ignition: 2093.4 g
Mass Loss: 107.8 g
Mass of aggregate remaining after ignition: 1985.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.32 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.12 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.71 %
General comments (publicly viewable) (Max 1000 characters): Pb=4.71%

Test was verified on 8/12/2026