Summary for Test 2023-05-10-56-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994777
DEA: 041J7804
EFIS: 0414000357
DIST-CO-RTE-PM04-ALA-24,80,680,880-VAR
Award Date01/30/2023
Closeout Date11/30/2023
Work DescriptionNot set
Location DescriptionFOR CONSTRUCTION ON STATE HIGHWAY IN ALAMEDA AND CONTRA COSTA COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 05/10/2023)

Sample Information

Sample Taken Date05/10/2023 Sample Unique Key56
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 testing05/11/2023
Sample typeQuality Assurance A brief description of the sample1/2 HMA-O
The quantity of what the sample constitutes2 boxes From where was the sample collectedManufacturer
First name of sampler or witnessed byPlant QC Last name of sampler or witnessed byPlant QC
Title of samplerQC Technician Telephone number of sampler
Laboratory sample identificationCon_23_449 Linked DIME Sample ID
The fabricator/manufacturer/facility nameDesilva Gates Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeOGFC
HMA Grading1/2 inch Lot number
Sublot number HMA Mix NumberMD 6680

Test Details

DIME Sample ID: 2023-05-10-56
DIME Test ID: 2023-05-10-56-1
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: 2023-05-22

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Augusto Rios
Date of test: 05/18/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3134.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 4742.4 g
Mass of HMA Sample prior to ignition: 1607.7 g
Mass Loss: 103.9 g
Mass of aggregate remaining after ignition: 1503.8 g
Correction Factor (Percent by mass of HMA Specimen): 1.11 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.21 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/22/2023