Summary for Test 2025-05-29-45-7

Test performed: AASHTO T51-22

Project Information

Project IdentifiersProject ID: 994751
DEA: 010C5004
EFIS: 0112000292
DIST-CO-RTE-PM01-HUM-36-11.3/34.6
Award Date03/02/2023
Closeout DateNot set
Work DescriptionProject Name: Bridge Rail Replacement - 3 Bridges
Location DescriptionHely Creek, Little Larabee Creek and Butte Creek Bridge.
QA Service Level1 (Verified on 04/27/2023)

Sample Information

Sample Taken Date05/29/2025 Sample Unique Key45
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 testing06/02/2025
Sample typeQuality Assurance A brief description of the samplePG 64-16 binder
The quantity of what the sample constitutes1 can of binder From where was the sample collectedSource
First name of sampler or witnessed byJon Last name of sampler or witnessed byAttureo
Title of samplerTester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMercer Fraser Plant A Transportation Laboratory (TL) Number00000
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2025-05-29-45
DIME Test ID: 2025-05-29-45-7
Testing Lab: Atlas - Denver
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Test Release Date: 2025-06-25

Test Results


Is a normal test obtainable?: Yes
Number of replicates tested: Three
Input Type: Measured
Tester's full name: Atlas
Date of test: 06/25/2025
Ductility of test #1 (D1): 150 cm
Ductility of test #2 (D2): 150 cm
Ductility of test #3 (D3): 150 cm
Ductility of sample: 150 cm
General comments (publicly viewable) (Max 1000 characters): Ductility

Test was verified on 6/25/2025