Summary for Test 2021-07-19-28-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 214175
DEA: 030H4804
EFIS: 0315000198
DIST-CO-RTE-PM03-SAC-99-0.1/1.6,11.8/21.6
Award Date08/20/2019
Closeout DateNot set
Work DescriptionCOLD PLANE AC PAVEMENT AND RHMA OVERLAY.
Location DescriptionSACRAMENTO COUNTY IN AND NEAR GALT FROM DRY CREEK BRIDGE TO SIMMERHORN ROAD AND IN ELK GROVE AND SACRAMENTO FROM 0.9 MILE SOUTH OF ELK GROVE BOULEVARD TO MARTIN LUTHER KING JR BOULEVARD
QA Service Level1 (Verified on 05/29/2019)

Sample Information

Sample Taken Date07/19/2021 Sample Unique Key28
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 sample Rubberized PG64-16
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byJacob Last name of sampler or witnessed byGregory
Title of samplerInspector Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGeorge Reed - Rio Linda Transportation Laboratory (TL) Number880134
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 64-16 Lot number2
Sublot number19 HMA Design ID

Test Details

DIME Sample ID: 2021-07-19-28
DIME Test ID: 2021-07-19-28-3
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): 84 mm
Ball Penetration (P1): 5 mm
Final Dial reading (F2): 80 mm
Ball Penetration (P2): 3 mm
Final Dial reading (F3): 82 mm
Ball Penetration (P3): 1 mm
Resilience 1: 21 %
Resilience 2: 23 %
Resilience 3: 19 %
Average Resilience: 21 %
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 7/28/2021