Summary for Test 2021-05-11-29-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 215252
DEA: 021J4704
EFIS: 0220000082
DIST-CO-RTE-PM02-TRI-3-46.7/49.8,63.8/67.704
Award Date12/18/2020
Closeout Date09/30/2021
Work DescriptionHMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING.
Location DescriptionTRINITY COUNTY NEAR TRINITY CENTER FROM 0.7 MILE NORTH OF CEDAR STOCK ROAD TO DIENER MINE VIADUCT AND FROM 2.3 MILES NORTH OF EL DORADO WAY TO COFFEE CREEK BRIDGE NO. 05-0060
QA Service Level1 (Verified on 10/30/2020)

Sample Information

Sample Taken Date05/11/2021 Sample Unique Key29
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 testing05/11/2021
Sample typeAcceptance A brief description of the sampleTreated 3/4-inch Type A HMA (eq. PG 64-16)
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of sampler Telephone number of sampler
Laboratory sample identificationD78793 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJ F Shea Construction - Fawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number768791
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: 2021-05-11-29
DIME Test ID: 2021-05-11-29-1
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: 2021-07-13

Test Results


Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 05/12/2021
Test procedure used?: Method A
Mass of HMA prior to ignition: 2435.9 g
Mass of aggregate remaining after ignition: 2312.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.38 %
Moisture Content: 0.13 %
Test Temperature: 1000 F
Asphalt Binder Content:4.56 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/13/2021