Summary for Test 2020-10-12-42-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 214731
DEA: 051M0004
EFIS: 0519000047
DIST-CO-RTE-PM05-SLO-101-16.5/R21.5
Award Date04/22/2020
Closeout Date08/23/2021
Work DescriptionCOLD PLANE AND RHMA-GAP GRADED OVERLAY ON EXISTING ROADWAY.
Location DescriptionSAN LUIS OBISPO COUNTY IN AND NEAR PISMO BEACH FROM 0.1 MILE SOUTH OF PRICE CANYON ROAD TO SAN LUIS CREEK BRIDGE
QA Service Level1 (Verified on 05/29/2020)

Sample Information

Sample Taken Date10/12/2020 Sample Unique Key42
Date that the sample was received by the laboratory/organization performing the testing10/19/2020 Sample typeDepartment Acceptance
A brief description of the sample#19 Test since #15 fails The quantity of what the sample constitutes1 Can
From where was the sample collectedSource First name of sampler or witnessed byJavier
Last name of sampler or witnessed byRios Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSPM Templeton
Transportation Laboratory (TL) Number2010113E 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: 2020-10-12-42
DIME Test ID: 2020-10-12-42-3
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: 2020-11-02

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 10/27/2020
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 71 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F2): 72 mm
Ball Penetration (P3): 1 mm
Final Dial reading (F3): 71 mm
Resilience 1: 29 %
Resilience 2: 29 %
Resilience 3: 30 %
Average Resilience: 29 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): As per 2018 standard specs.

Test was verified on 11/2/2020 ✔