Summary for Test 2023-09-05-82-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994862
DEA: 051P5604
EFIS: 0522000082
DIST-CO-RTE-PM05-SB-1-30.0/37.5
Award Date01/05/2023
Closeout Date08/13/2024
Work DescriptionOverlay with rubberized hot mix asphalt - gap graded (BWC).
Location DescriptionCONSTRUCTION ON STATE HIGHWAY IN SANTA CRUZ COUNTY NEAR DAVENPORT FROM 0.1 MILE SOUTH OF DAVENPORT LANDING ROAD TO SAN MATEO COUNTY LINE.
QA Service Level1 (Verified on 06/05/2023)

Sample Information

Sample Taken Date09/05/2023 Sample Unique Key82
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 testing12/11/2023
Sample typeDispute Resolution A brief description of the sample1/2 RHMA-G
The quantity of what the sample constitutes2 Boxes RHMA-G From where was the sample collectedSource
First name of sampler or witnessed byWesley Last name of sampler or witnessed byRider
Title of samplerTET Telephone number of sampler
Laboratory sample identification023-096 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Salinas Transportation Laboratory (TL) NumberC1208231
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 number1
Sublot number5 HMA Mix Number

Test Details

DIME Sample ID: 2023-09-05-82
DIME Test ID: 2023-09-05-82-1
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2023-12-21

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Glenn Bradley
Date of test: 12/20/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4201.4 g
Mass of the specimen and specimen basket assembly prior to ignition: 5785.7 g
Mass of HMA Sample prior to ignition: 1584.3 g
Mass Loss: 129.0 g
Mass of aggregate remaining after ignition: 1455.3 g
Correction Factor (Percent by mass of HMA Specimen): 0.41 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.22 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.51 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/21/2023