Summary for Test 2020-04-15-1-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214587
DEA: 101J1604
EFIS: 1018000180
DIST-CO-RTE-PM10-STA-132-27.9/41.0
Award Date03/02/2020
Closeout Date04/26/2021
Work DescriptionCOLD PLANE AC PAVEMENT, RHMA OVERLAY AND SLURRY SEAL.
Location DescriptionSTANISLAUS COUNTY IN AND NEAR WATERFORD FROM G STREET TO 1.2 MILES EAST OF RUSHING ROAD
QA Service Level1 (Verified on 01/24/2020)

Sample Information

Sample Taken Date04/15/2020 Sample Unique Key1
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 testing04/15/2020
Sample typeVerification A brief description of the sampleType A HMA with RAP
The quantity of what the sample constitutes16 boxes of 1/2" Type A HMA with RAP From where was the sample collectedSource
First name of sampler or witnessed byJ Last name of sampler or witnessed byKort
Title of samplerTechnician Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGeorge Reed Inc Transportation Laboratory (TL) NumberC033878
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 Grading1/2 inch Lot numberUnknown
Sublot numberUnknown HMA Mix NumberNot set

Test Details

DIME Sample ID: 2020-04-15-1
DIME Test ID: 2020-04-15-1-1
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: 2020-04-22

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Frank Chavez Jr
Date of test: 04/17/2020
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1526.7 g
Mass Loss: no data
Correction Factor (Percent by mass of HMA Specimen): 0.58 %
Moisture Content: 0.23 %
Temperature Compensation Factor: no data
Test Temperature: 538 F
Corrected Asphalt Binder Content: 5.23 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/22/2020