Summary for Test 2023-08-17-42-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 994854
DEA: 061E5804
EFIS: 0622000071
DIST-CO-RTE-PM06-KER-43,46-9.0/15.7, 20.0/27.5
Award Date03/28/2023
Closeout Date11/16/2023
Work DescriptionFOR CONSTRUCTION ON STATE HIGHWAY IN KERN COUNTY NEAR WASCO ON ROUTE 43 FROM 0.2 MILE SOUTH OF ROUTE 58 TO 0.5 MILE NORTH OF RIVERSIDE AVENUE AND ROUTE 46 FROM 0.5 MILE WEST OF ROUTE 33 TO HOLLOWAY ROAD
Location DescriptionIn District 06 On Route 43, 46
QA Service Level1 (Verified on 06/14/2023)

Sample Information

Sample Taken Date08/17/2023 Sample Unique Key42
Date that the sample was received by the laboratory/organization performing the testing08/21/2023 Sample typeDepartment Acceptance
A brief description of the sample1 Gal Can The quantity of what the sample constitutes1 Gal Can
From where was the sample collectedSource First name of sampler or witnessed byS
Last name of sampler or witnessed byFelix Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameAmerican Pavement Systems
Transportation Laboratory (TL) Number750999 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 Number

Test Details

DIME Sample ID: 2023-08-17-42
DIME Test ID: 2023-08-17-42-3
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: 2023-08-25

Test Results


Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 08/24/2023
Temperature: 25 C
Ball Penetration (P1): 2 mm
Final Dial reading (F1): 74 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F2): 75 mm
Ball Penetration (P3): 2 mm
Final Dial reading (F3): 76 mm
Resilience 1: 28 %
Resilience 2: 26 %
Resilience 3: 26 %
Average Resilience: 27 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/25/2023 ✔