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
Will the laboratory/organization for which you are a member perform testing on this material sample?No 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

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading1/2 inch Lot number
Sublot number HMA Mix NumberNot 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 %
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