Summary for Test 2020-07-24-38-5

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214562
DEA: 040J7104
EFIS: 0414000029
DIST-CO-RTE-PM04-SOL-80-1.8/4.4
Award Date03/17/2020
Closeout Date02/29/2024
Work DescriptionRAISE BRIDGE AND PLACE STRUCTURAL CONCRETE.
Location DescriptionSOLANO COUNTY IN VALLEJO AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 12/03/2019)

Sample Information

Sample Taken Date07/24/2020 Sample Unique Key38
Date that the sample was received by the laboratory/organization performing the testing07/24/2020 Sample typeVerification
A brief description of the sample1/2 inch RHMA Sample from Plant The quantity of what the sample constitutes14 boxes
From where was the sample collectedFabricator First name of sampler or witnessed byCTInspectorIArechiga
Last name of sampler or witnessed byCTInspectorIArechiga Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSYAN VALEJO
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: 2020-07-24-38
DIME Test ID: 2020-07-24-38-5
Testing Lab: CT D04 - Hayward DME / District 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: 2020-08-17

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Reza Dineli
Date of test: 08/12/2020
Test procedure used?: Method A
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: 1506.1 g
Mass Loss: no data
Mass of aggregate remaining after ignition: 1355.4 g
Correction Factor (Percent by mass of HMA Specimen): 1.59 %
Moisture Content: 0.00 %
Temperature Compensation Factor: no data
Test Temperature: 899.6 F
Corrected Asphalt Binder Content: 8.42 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/17/2020 ✔