Summary for Test 2023-06-14-40-1

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 Date06/14/2023 Sample Unique Key40
Date that the sample was received by the laboratory/organization performing the testing06/14/2023 Sample typeQuality Assurance
A brief description of the sample3/4 HMA Type A The quantity of what the sample constitutes149.69 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 identification0614232000
Linked DIME Sample ID The fabricator/manufacturer/facility nameGraniterock Drum Plant
Transportation Laboratory (TL) Number 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 number1
Sublot number30 HMA Mix Number937
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: 2023-06-14-40
DIME Test ID: 2023-06-14-40-1
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: 2023-06-15

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Wesley Rider
Date of test: 06/14/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2066.6 g
Mass Loss: 130.4 g
Correction Factor (Percent by mass of HMA Specimen): 0.94 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 482 F
Corrected Asphalt Binder Content: 5.37 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/15/2023 ✔