Summary for Test 2020-07-19-3-2

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 214388
DEA: 051F6804
EFIS: 0514000046
DIST-CO-RTE-PM05-MON-1-39.8/74.6
Award Date11/05/2019
Closeout Date08/17/2022
Work DescriptionRHMA OVERLAY ON EXISTING ROADWAY AND REPLACE GUARDRAIL.
Location DescriptionMONTEREY COUNTY FROM TORRE CANYON BRIDGE NEAR BIG SUR TO SAN LUIS AVENUE IN CARMEL
QA Service Level1 (Verified on 09/06/2019)

Sample Information

Sample Taken Date07/19/2020 Sample Unique Key3
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 testing07/28/2020
Sample typeAcceptance A brief description of the sampleAsphalt Rubber Binder PG 64-16
The quantity of what the sample constitutes1 can, #1 TEST From where was the sample collectedSource
First name of sampler or witnessed byI Last name of sampler or witnessed byVasques
Title of samplerQC RTS Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSan Joaquin Refinery Transportation Laboratory (TL) Number979361
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 number1
Sublot number15 Asphalt Rubber Binder Mix NumberNot set

Test Details

DIME Sample ID: 2020-07-19-3
DIME Test ID: 2020-07-19-3-2
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: 2020-07-31

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 07/31/2020
Temperature: no data
Final Dial reading (F1): no data
Ball Penetration (P1): no data
Final Dial reading (F2): no data
Ball Penetration (P2): no data
Final Dial reading (F3): no data
Ball Penetration (P3): no data
Resilience 1: no data
Resilience 2: no data
Resilience 3: no data
Average Resilience: 27 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/31/2020