Summary for Test 2023-06-27-47-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993234
DEA: 051H0004
EFIS: 0516000011
DIST-CO-RTE-PM05-MON-68-1.1/L4.3
Award Date10/26/2021
Closeout Date12/14/2023
Work DescriptionPLACE HMA AND MODIFY SIGNAL AND LIGHTING SYSTEMS.
Location DescriptionMONTEREY COUNTY IN AND NEAR PACIFIC GROVE AND MONTEREY FROM FOREST AVENUE TO ROUTE 68/1 SEPARATION
QA Service Level1 (Verified on 10/06/2021)

Sample Information

Sample Taken Date06/27/2023 Sample Unique Key47
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 testing06/27/2023
Sample typeQuality Assurance A brief description of the sample.50 HMA-O
The quantity of what the sample constitutesUp to 750 Tons From where was the sample collectedSource
First name of sampler or witnessed byJerrod Last name of sampler or witnessed byNaval
Title of samplerQC Telephone number of sampler
Laboratory sample identification0627232000 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranterock Aromas Batch 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 number1
Sublot number2 HMA Mix Number399

Test Details

DIME Sample ID: 2023-06-27-47
DIME Test ID: 2023-06-27-47-1
Testing Lab: CT D05 - Monterey Construction 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: 2023-06-28

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Wesley Rider
Date of test: 06/28/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1507.6 g
Mass Loss: 77.3 g
Correction Factor (Percent by mass of HMA Specimen): 0.59 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.54 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/28/2023