Summary for Test 2024-10-09-9-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 995240
DEA: 060X3804
EFIS: 0618000060
DIST-CO-RTE-PM06-KER-166-0.0/10.2
Award Date02/28/2024
Closeout Date01/09/2026
Work DescriptionCOLD PLANE, PLACE HMA AND CONCRETE PAVEMENT, MODIFY DRAINAGE SYSTEM.
Location DescriptionKERN COUNTY IN AND NEAR MARICOPA FROM SOUTH JUNCTION ROUTE 33 TO 2.3 MILES WEST OF SAN EMIGDIO CREEK BRIDGE
QA Service Level1 (Verified on 04/02/2024)

Sample Information

Sample Taken Date10/09/2024 Sample Unique Key9
Date that the sample was received by the laboratory/organization performing the testing10/09/2024 Sample typeQuality Assurance
A brief description of the sample1/2" RHMA-G The quantity of what the sample constitutesRHMA
From where was the sample collectedSource First name of sampler or witnessed byBarrett
Last name of sampler or witnessed byF Title of samplerMaterials Tester
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGriffith Edmonston
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 number3
Sublot number13 HMA Mix Number
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: 2024-10-09-9
DIME Test ID: 2024-10-09-9-2
Testing Lab: CT D06 - Bakersfield 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: 2024-10-09

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 10/09/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 4350.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 5881.4 g
Mass of HMA Sample prior to ignition: 1530.7 g
Mass Loss: 120.3 g
Mass of aggregate remaining after ignition: 1410.4 g
Correction Factor (Percent by mass of HMA Specimen): 0.20 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 7.66 %
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-0X3804_37042__241009_L3SL13_T308pdf83.97 KB10/09/20242024-10-09-9-2   Info

Test was verified on 10/9/2024 ✔