Summary for Test 2023-08-18-15-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214892
DEA: 06442554
EFIS: 0612000176
COOP: 061699
DIST-CO-RTE-PM06-KER-46-29.7/31.9
Award Date01/08/2021
Closeout DateNot set
Work DescriptionCONVERT 2-LANE TO 4-LANE HMA PAVEMENT AND CONSTRUCT NEW BRIDGE.
Location DescriptionKERN COUNTY AT AND NEAR LOST HILLS FROM 0.2 MILE WEST OF CALIFORNIA AQUEDUCT BRIDGE TO 1.4 MILES EAST OF LOST HILLS ROAD
QA Service Level1 (Verified on 06/17/2020)

Sample Information

Sample Taken Date08/18/2023 Sample Unique Key15
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 testing08/18/2023
Sample typeAcceptance A brief description of the sample3/4 RHMA-G
The quantity of what the sample constitutesL3SL8- 10 RHMA-G From where was the sample collectedSource
First name of sampler or witnessed byPaul Last name of sampler or witnessed byKlinker
Title of samplerMaterials Tester Telephone number of sampler6615498281
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Solari 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 TypeRHMA-G
HMA Grading3/4 inch Lot number3
Sublot number8 HMA Mix Number

Test Details

DIME Sample ID: 2023-08-18-15
DIME Test ID: 2023-08-18-15-2
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: 2023-08-18

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 08/18/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3947.0 g
Mass of the specimen and specimen basket assembly prior to ignition: 5998.8 g
Mass of HMA Sample prior to ignition: 2051.8 g
Mass Loss: 162.2 g
Mass of aggregate remaining after ignition: 1889.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.01 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 7.90 %
General comments (publicly viewable) (Max 1000 characters): L3SL8

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-442554_37048_230818_L3_SL08pdf103.63 KB08/18/20232023-08-18-15-2   Info

Test was verified on 8/18/2023