Summary for Test 2020-10-01-18-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 213485
DEA: 032F9804
EFIS: 0312000026
DIST-CO-RTE-PM03-COL-20-31.7/32.9
Award Date10/15/2018
Closeout Date05/11/2022
Work DescriptionPAVEMENT REHABILITATION
Location DescriptionCOLUSA COUNTY IN AND NEAR COLUSA FROM 0.1 MILE EAST OF THE MARKET STREET/STATE ROUTE 20 INTERSECTION TO 0.1 MILE SOUTH OF BUTTE VISTA DRIVE
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date10/01/2020 Sample Unique Key18
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing11/06/2020
Sample typeAcceptance A brief description of the sample#1 Test, No Test #2(779010),#3(779003)
The quantity of what the sample constitutes2 cans each From where was the sample collectedSource
First name of sampler or witnessed byBrad Last name of sampler or witnessed byMcKeehan
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameFNF Transportation Laboratory (TL) Number779004
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

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: 2020-10-01-18
DIME Test ID: 2020-10-01-18-3
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: 2020-11-20

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 11/20/2020
Temperature: 25 C
Final Dial reading (F1): 78 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 79 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 78 mm
Ball Penetration (P3): 0 mm
Resilience 1: 22 %
Resilience 2: 21 %
Resilience 3: 22 %
Average Resilience: 22 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 11/20/2020