Summary for Test 2023-02-02-40-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993124
DEA: 101F1704
EFIS: 1016000032
DIST-CO-RTE-PM10-SJ-26,99-1.1,19.3
Award Date09/07/2021
Closeout Date08/30/2023
Work DescriptionREMOVE AND REPLACE BRIDGE.
Location DescriptionSAN JOAQUIN COUNTY NEAR STOCKTON AT ROUTE 26/99 SEPARATION
QA Service Level1 (Verified on 07/23/2021)

Sample Information

Sample Taken Date02/02/2023 Sample Unique Key40
Date that the sample was received by the laboratory/organization performing the testing02/06/2023 Sample typeQuality Assurance
A brief description of the sample3/4 Type A HMA The quantity of what the sample constitutes4 boxes
From where was the sample collectedManufacturer First name of sampler or witnessed byTreven
Last name of sampler or witnessed byFulkersom Title of samplerLab Technician
Telephone number of sampler Laboratory sample identification23-H-006
Linked DIME Sample ID The fabricator/manufacturer/facility nameTeichert Vernalis
Transportation Laboratory (TL) Number032236 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 number2
Sublot number1 HMA Mix Number22 006
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: 2023-02-02-40
DIME Test ID: 2023-02-02-40-2
Testing Lab: CT D10 - District 10 Materials 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: 2023-04-19

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Hans Camenzind
Date of test: 02/10/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2047.0 g
Mass Loss: 128.4 g
Correction Factor (Percent by mass of HMA Specimen): 0.72 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.15 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 5.41 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/19/2023 ✔