Summary for Test 2021-08-17-6-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 215296
DEA: 031F1504
EFIS: 0300001101
DIST-CO-RTE-PM03-SAC-50-R7.7/R9.5
Award Date02/05/2021
Closeout DateNot set
Work DescriptionPLACE HMA, RHMA, AGGREGATE BASE AND FIBER OPTIC SYSTEM.
Location DescriptionSACRAMENTO COUNTY IN AND NEAR RANCHO CORDOVA FROM BRADSHAW ROAD OVERCROSSING TO MATHER FIELD OVERCROSSING
QA Service Level1 (Verified on 11/30/2020)

Sample Information

Sample Taken Date08/17/2021 Sample Unique Key6
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 testing08/18/2021
Sample typeAcceptance A brief description of the sampleRubber
The quantity of what the sample constitutes1 CAN From where was the sample collectedSource
First name of sampler or witnessed byJeff Last name of sampler or witnessed byClason
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Perkins Batch Plant Transportation Laboratory (TL) Number850277
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Rubber Binder Asphalt modifier suppliermarathon
Performance GradePG 64-16 Lot number
Sublot number HMA Design ID

Test Details

DIME Sample ID: 2021-08-17-6
DIME Test ID: 2021-08-17-6-3
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: 2021-08-23

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 08/22/2021
Temperature: 25 C
Final Dial reading (F1): 72 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 70 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 73 mm
Ball Penetration (P3): 1 mm
Resilience 1: 28 %
Resilience 2: 30 %
Resilience 3: 28 %
Average Resilience: 29 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 8/23/2021