Summary for Test 2021-01-12-14-2

Test performed: AASHTO T51-13

Project Information

Project IdentifiersProject ID: 214293
DEA: 060S4604
EFIS: 0615000038
DIST-CO-RTE-PM06-FRE-99-R0.9/R5.0
Award Date12/05/2019
Closeout DateNot set
Work DescriptionREPLACE CONCRETE AND ASPHALT PAVEMENT.
Location DescriptionFRESNO COUNTY IN AND NEAR KINGSBURG AND SELMA FROM ROUTE 99/201 SEPARATION TO 0.3 MILE SOUTH OF SECOND STREET UNDERCROSSING
QA Service Level1 (Verified on 08/05/2019)

Sample Information

Sample Taken Date01/12/2021 Sample Unique Key14
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 testing01/22/2021
Sample typeAcceptance A brief description of the sampleProject Sample
The quantity of what the sample constitutes1 of 5 From where was the sample collectedSource
First name of sampler or witnessed byG. Last name of sampler or witnessed byDITT
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCMI FRESNO Transportation Laboratory (TL) NumberC040299
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-10
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierNot set
Asphalt Binder SupplierNot set MultigradeNot set
Multigrade TypeNot set HMA Design ID

Test Details

DIME Sample ID: 2021-01-12-14
DIME Test ID: 2021-01-12-14-2
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Test Release Date: 2021-01-29

Test Results


Is a normal test obtainable?: Yes
Number of replicates tested: Three
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 01/26/2021
Ductility of test #1 (D1): 137 cm
Ductility of test #2 (D2): 130 cm
Ductility of test #3 (D3): 145 cm
Ductility of sample:137 cm
General comments (publicly viewable) (Max 1000 characters): per 2018 specifications standards

Test was verified on 1/29/2021