Summary for Test 2020-08-18-25-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 212630
DEA: 022H6304
EFIS: 0216000156
DIST-CO-RTE-PM02-TEH-36-26.6/27.6
Award Date06/19/2020
Closeout Date01/05/2021
Work DescriptionDIAMOND STAR CURVE
Location DescriptionTEHAMA COUNTY ABOUT 14 MILES WEST OF RED BLUFF FROM 0.3 MILE WEST OF BASLER ROAD TO 0.1 MILE EAST OF DIAMOND STAR ROAD
QA Service Level1 (Verified on 08/10/2017)

Sample Information

Sample Taken Date08/18/2020 Sample Unique Key25
Date that the sample was received by the laboratory/organization performing the testing08/25/2020 Sample typeDepartment Acceptance
A brief description of the sampleARB PG 64-16 #1 Test, #2(002348)No Test The quantity of what the sample constitutes1 Can
From where was the sample collectedJob Site First name of sampler or witnessed byDave
Last name of sampler or witnessed byLockett Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameValero Benicia
Transportation Laboratory (TL) Number002347 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: 2020-08-18-25
DIME Test ID: 2020-08-18-25-3
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: 2020-08-31

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 08/28/2020
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 70 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 70 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 75 mm
Resilience 1: 30 %
Resilience 2: 30 %
Resilience 3: 25 %
Average Resilience: 28 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/31/2020 ✔