Summary for Test 2020-07-07-15-3

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 Date08/11/2023
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 Date07/07/2020 Sample Unique Key15
Date that the sample was received by the laboratory/organization performing the testing07/14/2020 Sample typeDepartment Acceptance
A brief description of the sampleAsphalt Rubber Binder PG64-16 30 Test, #31 No test The quantity of what the sample constitutes#30 (019) Test, No Test, #31(020)
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) Number019 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 NumberNot set

Test Details

DIME Sample ID: 2020-07-07-15
DIME Test ID: 2020-07-07-15-3
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: 2020-07-22

Test Results


Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 07/16/2020
Temperature: no data
Ball Penetration (P1): no data
Final Dial reading (F1): no data
Ball Penetration (P2): no data
Final Dial reading (F2): no data
Ball Penetration (P3): no data
Final Dial reading (F3): no data
Resilience 1: no data
Resilience 2: no data
Resilience 3: no data
Average Resilience: 33 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/22/2020 ✔