Summary for Test 2020-09-24-15-2

Test performed: AASHTO T51-13

Project Information

Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Award Date11/06/2018
Closeout Date08/16/2023
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date09/24/2020 Sample Unique Key15
Date that the sample was received by the laboratory/organization performing the testing10/02/2020 Sample typeDepartment Acceptance
A brief description of the sampleTEST Asphalt Binder The quantity of what the sample constitutes1 can, #1 Test
From where was the sample collectedSource First name of sampler or witnessed byAontin
Last name of sampler or witnessed byAontin Title of samplerMaterials Tester
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameValero
Transportation Laboratory (TL) Number037353 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-10
ModifiedNo Lot number
Sublot number Tank numberNot set
Time of sampleNot set HMA SupplierNot set
Certified Asphalt SupplierNot set MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2020-09-24-15
DIME Test ID: 2020-09-24-15-2
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: 2020-10-21

Test Results


Is a normal test obtainable?: Yes
Number of replicates tested: One
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 10/06/2020
Ductility of test #1 (D1): 75 cm
Ductility of sample: 75 cm
General comments (publicly viewable) (Max 1000 characters): per 2018 standard specs

Test was verified on 10/21/2020 ✔