Summary for Test 2020-10-13-7-3

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 Date10/13/2020 Sample Unique Key7
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 testing10/14/2020
Sample typeAcceptance A brief description of the sampleAsphalt Rubber Binder PG64-16
The quantity of what the sample constitutes1 can,#95 Test, NO TEST #96(109), #97(110) From where was the sample collectedSource
First name of sampler or witnessed bySushma Last name of sampler or witnessed byLee
Title of samplerRE Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero Transportation Laboratory (TL) Number108
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 number
Sublot number HMA Design ID

Test Details

DIME Sample ID: 2020-10-13-7
DIME Test ID: 2020-10-13-7-3
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: 2020-10-29

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 10/27/2020
Temperature: 25 C
Final Dial reading (F1): 89 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 88 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F3): 92 mm
Ball Penetration (P3): 1 mm
Resilience 1: 11 %
Resilience 2: 13 %
Resilience 3: 9 %
Average Resilience: 11 %
General comments (publicly viewable) (Max 1000 characters): As per 2018 Standard Spec.

Test was verified on 10/29/2020