Summary for Test 2022-04-14-31-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 213856
DEA: 112888U4
EFIS: 1118000199
DIST-CO-RTE-PM11-SD-11,125,905-Various
Award Date05/09/2019
Closeout Date09/14/2023
Work DescriptionCONSTRUCT FREEWAY TO FREEWAY CONNECTORS AND 4-LANE HIGHWAY FACILITY
Location DescriptionSAN DIEGO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 07/19/2019)

Sample Information

Sample Taken Date04/14/2022 Sample Unique Key31
Date that the sample was received by the laboratory/organization performing the testing04/15/2022 Sample typeQuality Assurance
A brief description of the sample1/2" RWMA-G The quantity of what the sample constitutes12 boxes, 2 bags, 4 cans
From where was the sample collectedSource First name of sampler or witnessed byMARCO
Last name of sampler or witnessed byESTUDILLO Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Otay
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 TypeRHMA-G
HMA Grading1/2 inch Lot number
Sublot number HMA Mix NumberNot set
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: 2022-04-14-31
DIME Test ID: 2022-04-14-31-1
Testing Lab: CT D11 - District 11 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: 2024-08-29

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Shawn Lynn
Date of test: 04/20/2022
Test procedure used?: no data
Mass of HMA Sample prior to ignition: no data
Mass Loss: no data
Correction Factor (Percent by mass of HMA Specimen): 0.88 %
Moisture Content: no data
Temperature Compensation Factor: no data
Test Temperature: no data
Corrected Asphalt Binder Content: 7.27 %
General comments (publicly viewable) (Max 1000 characters): 3539-PSU 11-28834

Test was verified on 8/29/2024 ✔