Summary for Test 2020-06-12-19-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214731
DEA: 051M0004
EFIS: 0519000047
DIST-CO-RTE-PM05-SLO-101-16.5/R21.5
Award Date04/22/2020
Closeout Date08/23/2021
Work DescriptionCOLD PLANE AND RHMA-GAP GRADED OVERLAY ON EXISTING ROADWAY.
Location DescriptionSAN LUIS OBISPO COUNTY IN AND NEAR PISMO BEACH FROM 0.1 MILE SOUTH OF PRICE CANYON ROAD TO SAN LUIS CREEK BRIDGE
QA Service Level1 (Verified on 05/29/2020)

Sample Information

Sample Taken Date06/12/2020 Sample Unique Key19
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 testing06/22/2020
Sample typeVerification A brief description of the sampleBoxes of HMA-A
The quantity of what the sample constitutesOne JMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byNoah Last name of sampler or witnessed byHunt
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSPM Templeton 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 TypeType A HMA
HMA Grading3/4 inch Lot numberUnknown
Sublot numberUnknown HMA Mix NumberNot set

Test Details

DIME Sample ID: 2020-06-12-19
DIME Test ID: 2020-06-12-19-1
Testing Lab: CT D05 - San Luis Obispo 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: 2020-07-08

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: E. Atkins
Date of test: 06/25/2020
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2160.4 g
Mass Loss: no data
Correction Factor (Percent by mass of HMA Specimen): 1.01 %
Moisture Content: 0.00 %
Temperature Compensation Factor: no data
Test Temperature: 900 F
Corrected Asphalt Binder Content: 5.40 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/8/2020