Summary for Test 2024-08-07-115-2

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 1000224
DEA: 020K4004
EFIS: 0223000158
DIST-CO-RTE-PM02-LAS-36-R26.5/R29.3
Award Date06/06/2024
Closeout Date11/27/2024
Work DescriptionINSTALL SINUSOIDAL SHOULDER & CENTERLINE RUMBLE STRIP.
Location DescriptionLASSEN COUNTY IN AND NEAR SUSANVILLE FROM EAST RIVERSIDE DRIVE TO 0.1 MILE WEST OF ROUTE 395
QA Service Level1 (Verified on 04/08/2024)

Sample Information

Sample Taken Date08/07/2024 Sample Unique Key115
Date that the sample was received by the laboratory/organization performing the testing08/30/2024 Sample typeVerification
A brief description of the sampleARB PG 58-22 20% The quantity of what the sample constitutes2 cans
From where was the sample collectedSource First name of sampler or witnessed byVSS Emultech
Last name of sampler or witnessed byVSS Emultech Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameVSS Emultech
Transportation Laboratory (TL) NumberC895203 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 58-22 Lot number
Sublot number Asphalt Rubber Binder Mix Number

Test Details

DIME Sample ID: 2024-08-07-115
DIME Test ID: 2024-08-07-115-2
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: 2024-09-09

Test Results


Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 09/06/2024
Temperature: 25 C
Ball Penetration (P1): 5 mm
Final Dial reading (F1): 55 mm
Ball Penetration (P2): 4 mm
Final Dial reading (F2): 55 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 50 mm
Resilience 1: 50 %
Resilience 2: 49 %
Resilience 3: 50 %
Average Resilience: 50 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/9/2024 ✔