Summary for Test 2023-04-26-36-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214640
DEA: 042J7204
EFIS: 0415000016
DIST-CO-RTE-PM04-CC-580-1.17
Award Date02/25/2021
Closeout Date12/01/2023
Work DescriptionSTEGE DRAIN SUPER-STRUCTURE, PRECAST VOIDED SLABS
Location DescriptionCONTRA COSTA COUNTY IN RICHMOND FROM 0.3 MILE EAST OF STEGE DRAIN BRIDGE TO 0.3 MILE WEST OF BAYVIEW AVENUE OVERCROSSING
QA Service Level1 (Verified on 01/27/2020)

Sample Information

Sample Taken Date04/26/2023 Sample Unique Key36
Date that the sample was received by the laboratory/organization performing the testing04/27/2023 Sample typeQuality Assurance
A brief description of the sample1/2 HMA Type A The quantity of what the sample constitutes4 boxes
From where was the sample collectedManufacturer First name of sampler or witnessed byMathew
Last name of sampler or witnessed byJames Title of samplerQC Technician
Telephone number of sampler14152694285 Laboratory sample identificationRich_23_125
Linked DIME Sample ID The fabricator/manufacturer/facility nameDutra Richmond
Transportation Laboratory (TL) NumberC727215 Inspector Lot Number from the Transportation Laboratory (TL) Form1
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading1/2 inch Lot number1
Sublot number1 HMA Mix NumberL210141WMA
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: 2023-04-26-36
DIME Test ID: 2023-04-26-36-1
Testing Lab: CT D04 - Richmond 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: 2023-07-27

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Nick Hall
Date of test: 04/28/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3135.1 g
Mass of the specimen and specimen basket assembly prior to ignition: 5002.9 g
Mass of HMA Sample prior to ignition: 1867.8 g
Mass Loss: 130.6 g
Mass of aggregate remaining after ignition: 1737.2 g
Correction Factor (Percent by mass of HMA Specimen): 1.40 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.16 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.43 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/27/2023 ✔