Summary for Test 2023-06-14-87-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994345
DEA: 023J7804
EFIS: 0222000083
DIST-CO-RTE-PM02-TRI-36-15.8/16.9,20.5/24.5
Award Date12/22/2022
Closeout Date08/22/2023
Work DescriptionPLACE HOT MIX ASPHALT (TYPE A) AND REPLACE ASPHALT CONCRETE SURFACING.
Location DescriptionTRINITY COUNTY NEAR FOREST GLEN FROM 1.1 MILES WEST OF SOUTH FORK TRINITY RIVER BRIDGE TO SOUTH FORK TRINITY RIVER BRIDGE NO. 05-0026 AND FROM UPPER RATTLESNAKE CREEK BRIDGE NO. 05-0073 TO 0.3 MILE WEST OF TRINITY PINES ROAD
QA Service Level1 (Verified on 03/28/2023)

Sample Information

Sample Taken Date06/14/2023 Sample Unique Key87
Date that the sample was received by the laboratory/organization performing the testing06/14/2023 Sample typeProduction Start-Up
A brief description of the sample16 boxes of Lime Treated 3/8-inch Type A HMA (eq. PG 64-28 M) with 24.0% RAP and virgin PG 58-34 M binder from Valero - Benicia The quantity of what the sample constitutesProduction Start-Up Evaluation
From where was the sample collectedManufacturer First name of sampler or witnessed byJD
Last name of sampler or witnessed byAtkinson Title of samplerTester
Telephone number of sampler Laboratory sample identificationD79265
Linked DIME Sample ID The fabricator/manufacturer/facility nameTullis - Northstate Asphalt - Redding, CA
Transportation Laboratory (TL) Number858117 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 Grading3/8 inch Lot number
Sublot number HMA Mix Number
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Test Details

DIME Sample ID: 2023-06-14-87
DIME Test ID: 2023-06-14-87-1
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: 2023-08-08

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 08/04/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3062.1 g
Mass of the specimen and specimen basket assembly prior to ignition: 4266.1 g
Mass of HMA Sample prior to ignition: 1204.0 g
Mass Loss: 83.8 g
Mass of aggregate remaining after ignition: 1120.2 g
Correction Factor (Percent by mass of HMA Specimen): 0.63 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.25 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 6.08 %
General comments (publicly viewable) (Max 1000 characters): Pb=6.08%

Test was verified on 8/8/2023 ✔