Summary for Test 2021-06-21-71-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 212245
DEA: 024F8604
EFIS: 0213000043
DIST-CO-RTE-PM02-TRI-36-26.7/27.1
Award Date11/02/2018
Closeout Date05/23/2022
Work DescriptionROADWAY REALIGNMENT AND NEW BRIDGE CONSTRUCTION
Location DescriptionTRINITY COUNTY ABOUT 9 MILES EAST OF FOREST GLEN FROM 0.6 MILE WEST TO 0.1 MILE WEST OF ROUTE 3
QA Service Level1 (Verified on 03/21/2017)

Sample Information

Sample Taken Date06/21/2021 Sample Unique Key71
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 testing06/21/2021
Sample typeAcceptance A brief description of the sampleLime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 23.6% RAP and virgin PG 58-34 M from Valero Benicia
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of sampler Telephone number of sampler
Laboratory sample identificationD78850 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea Construction - Fawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number823530
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Design ID

Test Details

DIME Sample ID: 2021-06-21-71
DIME Test ID: 2021-06-21-71-1
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Test Release Date: 2022-01-27

Test Results


Input Type: Measured
Tester's full name: K.Rios Dorado and T.McCormick
Date of test: 06/22/2021
Test procedure used?: Method A
Mass of HMA prior to ignition: 2170.3 g
Mass of aggregate remaining after ignition: 2064 g
Correction Factor (Percent by mass of HMA Specimen): 0.34 %
Moisture Content: 0 %
Test Temperature: 1000 F
Asphalt Binder Content:4.56 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/27/2022