Summary for Test 2020-06-22-29-2

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 213733
DEA: 051C85U4
EFIS: 0518000156
DIST-CO-RTE-PM05-SCR-1-10.2/17.5
Award Date02/19/2019
Closeout Date11/15/2021
Work DescriptionSanta Cruz 1 CAPM and Bridge Rails
Location DescriptionSANTA CRUZ COUNTY IN AND NEAR SANTA CRUZ FROM NORTH APTOS UNDERPASS TO JUNCTION ROUTE 9.
QA Service Level1 (Verified on 02/14/2019)

Sample Information

Sample Taken Date06/22/2020 Sample Unique Key29
Date that the sample was received by the laboratory/organization performing the testing07/07/2020 Sample typeDepartment Acceptance
A brief description of the sampleTest - Rubber Asphalt Binder The quantity of what the sample constitutes2 cans, #10 Test, #11 No test
From where was the sample collectedSource First name of sampler or witnessed byD
Last name of sampler or witnessed byEvans Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSan Joaquin Refining Co Inc
Transportation Laboratory (TL) Number683238 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 numberNot set
Sublot numberNot set Asphalt Rubber Binder Mix NumberNot set

Test Details

DIME Sample ID: 2020-06-22-29
DIME Test ID: 2020-06-22-29-2
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: 2020-07-22

Test Results


Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 07/17/2020
Temperature: no data
Ball Penetration (P1): no data
Final Dial reading (F1): no data
Ball Penetration (P2): no data
Final Dial reading (F2): no data
Ball Penetration (P3): no data
Final Dial reading (F3): no data
Resilience 1: no data
Resilience 2: no data
Resilience 3: no data
Average Resilience: 24 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/22/2020 ✔