Summary for Test 2020-08-03-40-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 213596
DEA: 051C8904
EFIS: 0513000009
DIST-CO-RTE-PM05-MON-101-87.3/R91.5
Award Date12/13/2018
Closeout Date08/23/2023
Work DescriptionPRECAST CONC PVMT, CRACK AND SEAT PAVEMENT AND RECONSTRUCT RAMPS.
Location DescriptionMONTEREY COUNTY IN SALINAS FROM EAST MARKET STREET UNDERCROSSING TO 0.3 MILE SOUTH OF ESPINOSA ROAD
QA Service Level1 (Verified on 01/04/2019)

Sample Information

Sample Taken Date08/03/2020 Sample Unique Key40
Date that the sample was received by the laboratory/organization performing the testing08/12/2020 Sample typeDepartment Acceptance
A brief description of the sampleARB #1 Test, #2(683207), #3(683208)No test The quantity of what the sample constitutes1 Can
From where was the sample collectedSource First name of sampler or witnessed byE
Last name of sampler or witnessed byPaniaqua Title of samplerqc
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSan Joaquin Refinery
Transportation Laboratory (TL) Number683205 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 number1
Sublot number24 Asphalt Rubber Binder Mix NumberNot set

Test Details

DIME Sample ID: 2020-08-03-40
DIME Test ID: 2020-08-03-40-3
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: 2020-08-31

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 08/19/2020
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 79 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 80 mm
Ball Penetration (P3): 1 mm
Final Dial reading (F3): 80 mm
Resilience 1: 21 %
Resilience 2: 20 %
Resilience 3: 21 %
Average Resilience: 21 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/31/2020 ✔