Summary for Test 2021-06-18-27-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 215253
DEA: 021J4804
EFIS: 0220000083
DIST-CO-RTE-PM02-SHA,TRI-36-8.0/11.912,27.1/R41.139
Award Date02/05/2021
Closeout Date09/30/2021
Work DescriptionASPHALT RUBBER CHIP SEAL AND TRAFFIC STRIPE.
Location DescriptionSHASTA AND TRINITY COUNTIES AT AND NEAR PLATINA FROM 0.4 MILE EAST OF MIDDLE FORK COTTONWOOD CREEK BRIDGE TO BEEGUM CREEK BRIDGE AND FROM 1.3 MILES EAST OF BRAMLET ROAD TO SHASTA COUNTY LINE
QA Service Level1 (Verified on 10/30/2020)

Sample Information

Sample Taken Date06/18/2021 Sample Unique Key27
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 testing07/26/2021
Sample typeAcceptance A brief description of the samplePG 58-22
The quantity of what the sample constitutes1 OF 1 CAN From where was the sample collectedSource
First name of sampler or witnessed byMat Last name of sampler or witnessed byB
Title of samplerARE Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero - Benicia Transportation Laboratory (TL) Number823532
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Rubber Binder Asphalt modifier supplier
Performance GradePG 58-22 Lot number
Sublot number HMA Design ID

Test Details

DIME Sample ID: 2021-06-18-27
DIME Test ID: 2021-06-18-27-3
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: 2021-07-28

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 07/27/2021
Temperature: 25 C
Final Dial reading (F1): 80 mm
Ball Penetration (P1): 3 mm
Final Dial reading (F2): 81 mm
Ball Penetration (P2): 4 mm
Final Dial reading (F3): 82 mm
Ball Penetration (P3): 3 mm
Resilience 1: 23 %
Resilience 2: 23 %
Resilience 3: 21 %
Average Resilience: 22 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 7/28/2021