Summary for Test 2020-08-02-1-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 214528
DEA: 024G5404
EFIS: 0214000024
DIST-CO-RTE-PM02-TEH-36-40.3/42.1
Award Date01/08/2020
Closeout Date09/15/2021
Work DescriptionPLACE HMA AND MINOR CONCRETE, AND MODIFY ELECTRICAL SYSTEM.
Location DescriptionTEHAMA COUNTY IN RED BLUFF FROM 0.6 MILE EAST OF BAKER ROAD TO 0.2 MILE EAST OF EAST SAND SLOUGH BRIDGE
QA Service Level1 (Verified on 01/22/2020)

Sample Information

Sample Taken Date08/02/2020 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing08/05/2020 Sample typeDepartment Acceptance
A brief description of the sampleAsphalt Binder The quantity of what the sample constitutes1 can, NO Test #2(815627),#3(815628)
From where was the sample collectedSource First name of sampler or witnessed byC
Last name of sampler or witnessed byBryant Title of samplerTET
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameValero - Benicia
Transportation Laboratory (TL) Number853446-1 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Rubber Binder Asphalt modifier supplier
Performance GradePG 64-16 Lot number
Sublot number Asphalt Rubber Binder Mix NumberNot set

Test Details

DIME Sample ID: 2020-08-02-1
DIME Test ID: 2020-08-02-1-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: ASTM D5329-16: Standard Test Methods for Sealants and Fillers, Hot-Applied, for Joints and Cracks in Asphalt Pavements and Portland Cement Concrete Pavements (Asphalt Pavement)
Test Release Date: 2020-08-17

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 08/14/2020
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 70 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 73 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 73 mm
Resilience 1: 30 %
Resilience 2: 27 %
Resilience 3: 27 %
Average Resilience: 28 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/17/2020 ✔