Summary for Test 2022-09-15-77-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 993777
DEA: 041W8904
EFIS: 0421000105
DIST-CO-RTE-PM04-SON-1-7.1/9.1,16.1/19.7
Award Date06/15/2022
Closeout Date05/22/2023
Work DescriptionCOLD PLANE AC PAVEMENT AND OVERLAY WITH RHMA-G.
Location DescriptionSONOMA COUNTY NEAR BODEGA BAY AND JENNER FROM 0.8 MILE NORTH OF BAY HILL ROAD TO 0.3 MILE NORTH OF DORAN PARK ROAD AND FROM 0.3 MILE SOUTH OF DUNCAN'S LANDING ROAD TO 0.6 MILE SOUTH OF WILLOW CREEK ROAD
QA Service Level1 (Verified on 05/11/2022)

Sample Information

Sample Taken Date09/15/2022 Sample Unique Key77
Date that the sample was received by the laboratory/organization performing the testing10/18/2022 Sample typeQuality Assurance
A brief description of the samplerubber The quantity of what the sample constitutes1 Can
From where was the sample collectedJob Site First name of sampler or witnessed byCasey
Last name of sampler or witnessed byFarrington Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameBoDean Company Santa Rosa
Transportation Laboratory (TL) Number101035 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: 2022-09-15-77
DIME Test ID: 2022-09-15-77-3
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: 2022-10-31

Test Results


Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 10/26/2022
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 66 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 69 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 69 mm
Resilience 1: 34 %
Resilience 2: 31 %
Resilience 3: 31 %
Average Resilience: 32 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/31/2022 ✔