Summary for Test 2020-08-31-16-3

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 Date08/31/2020 Sample Unique Key16
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 testing09/21/2020
Sample typeAcceptance A brief description of the sample#1 Test,No Test #2(200902E), #3(200903E), #4(200908E)
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 nameFNF Templeton Transportation Laboratory (TL) Number200831E
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 Asphalt Rubber Binder Mix NumberNot set

Test Details

DIME Sample ID: 2020-08-31-16
DIME Test ID: 2020-08-31-16-3
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: 2020-09-23

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 09/23/2020
Temperature: 25 C
Final Dial reading (F1): 82 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 84 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 80 mm
Ball Penetration (P3): 0 mm
Resilience 1: 18 %
Resilience 2: 16 %
Resilience 3: 20 %
Average Resilience: 18 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/23/2020