Summary for Test 2023-04-12-16-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993573
DEA: 061C5204
EFIS: 0621000173
DIST-CO-RTE-PM06-KIN-198-7.4/R9.4,R14.8/T21.6
Award Date04/19/2022
Closeout DateNot set
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE RHMA (GAP GRADED) AND HMA (TYPE A).
Location DescriptionKINGS COUNTY IN AND NEAR LEMOORE FROM 1.5 MILES WEST OF ROUTE 41/198 SEPARATION TO 0.1 MILE WEST OF NINETEENTH AVENUE OVERCROSSING AND FROM 0.1 MILE EAST OF FOURTEENTH AVENUE UNDERCROSSING TO 0.6 MILE EAST OF ROUTE 43/198 SEPARATION
QA Service Level1 (Verified on 02/22/2022)

Sample Information

Sample Taken Date04/12/2023 Sample Unique Key16
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 testing04/13/2023
Sample typeQuality Assurance A brief description of the sample1/2 OGFC
The quantity of what the sample constitutes750 Tons From where was the sample collectedJob Site
First name of sampler or witnessed byTomas Last name of sampler or witnessed bySilva
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Coalinga 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 Number

Test Details

DIME Sample ID: 2023-04-12-16
DIME Test ID: 2023-04-12-16-1
Testing Lab: CT D06 - Millbrook 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: 2023-04-14

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 04/12/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 2871.3 g
Mass of the specimen and specimen basket assembly prior to ignition: 4454.2 g
Mass of HMA Sample prior to ignition: 1582.9 g
Mass Loss: 90.0 g
Mass of aggregate remaining after ignition: 1492.9 g
Correction Factor (Percent by mass of HMA Specimen): 0.75 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.19 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 4.75 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/14/2023