Summary for Test 2024-10-29-67-7

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 1000001
DEA: 010H1704
EFIS: 0117000119
DIST-CO-RTE-PM01-MEN-101-R48.9/55.1
Award Date04/26/2024
Closeout Date06/23/2026
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE HMA-A, RHMA-G, AND HFST.
Location DescriptionMENDOCINO COUNTY NEAR WILLITS FROM 0.6 MILE NORTH OF UPP CREEK BRIDGE TO 0.1 MILE SOUTH OF BIG TRAILS DRIVE
QA Service Level1 (Verified on 01/10/2024)

Sample Information

Sample Taken Date10/29/2024 Sample Unique Key67
Date that the sample was received by the laboratory/organization performing the testing11/08/2024 Sample typeVerification
A brief description of the sample1 can PG 64-16 Rubber binder The quantity of what the sample constitutes1 can binder
From where was the sample collectedSource First name of sampler or witnessed byFelipe
Last name of sampler or witnessed byDamian Title of samplerPlant QC
Telephone number of sampler Laboratory sample identification24-237
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Ukiah
Transportation Laboratory (TL) Number033192 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: 2024-10-29-67
DIME Test ID: 2024-10-29-67-7
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: 2024-12-27

Test Results


Input Type: Measured
Tester's full name: Alexis Vargas-Bastida
Date of test: 12/20/2024
Temperature: 25 C
Ball Penetration (P1): 12 mm
Final Dial reading (F1): 73 mm
Ball Penetration (P2): 5 mm
Final Dial reading (F2): 70 mm
Ball Penetration (P3): 6 mm
Final Dial reading (F3): 70 mm
Resilience 1: 39 %
Resilience 2: 35 %
Resilience 3: 36 %
Average Resilience: 37 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/27/2024 ✔