Summary for Test 2019-01-11-8-9

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 213718
DEA: 071XJ704
EFIS: 0719000092
DIST-CO-RTE-PM07-VEN-1-4.75/5.25, 4.75-5.25
Award Date10/19/2018
Closeout Date04/30/2020
Work DescriptionRepair eroded support slopes, shoulders and utilities and install RSP to prevent erosion from high surf
Location DescriptionNot set
QA Service Level1 (Verified on 04/30/2020)

Sample Information

Sample Taken Date01/11/2019 Sample Unique Key8
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 testing01/15/2019
Sample typeDepartment Acceptance A brief description of the sampleHMA-A 3/4" R15 PG64-16/10 (0.5% LAS)
The quantity of what the sample constitutesunknown From where was the sample collectedSource
First name of sampler or witnessed byunknown Last name of sampler or witnessed byunknown
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namevulcan saticoy Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot numberNot set
Sublot numberNot set HMA Mix NumberNot set

Test Details

DIME Sample ID: 2019-01-11-8
DIME Test ID: 2019-01-11-8-9
Testing Lab: CT D08 - Fontana Southern Regional 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: 2019-01-31

Test Results

What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Anthony Diaz
Date of test: 01/17/2019
Test procedure used?: Method B
Mass of the specimen basket assembly: no data
Mass of the specimen and specimen basket assembly prior to ignition: no data
Mass of HMA Sample prior to ignition: 2088.7 g
Mass Loss: no data
Mass of aggregate remaining after ignition: 1977.2 g
Correction Factor (Percent by mass of HMA Specimen): 0.33 %
Moisture Content: 0.00 %
Temperature Compensation Factor: no data
Test Temperature: 538 F
Corrected Asphalt Binder Content: 5.01 %
General comments (publicly viewable) (Max 1000 characters): CF (binder correction and temperature compensation)

Test was verified on 1/31/2019