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 DateNot set
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
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 testing11/08/2024
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