Summary for Test 2022-08-30-73-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 993603
DEA: 051N7004
EFIS: 0521000081
DIST-CO-RTE-PM05-SLO-166-16.0/21.0
Award Date04/22/2022
Closeout Date03/28/2023
Work DescriptionPARTIAL DEPTH RECYCLING AND OVERLAY WITH RHMA (GAP GRADED).
Location DescriptionSAN LUIS OBISPO COUNTY ABOUT 8 MILES EAST OF SANTA MARIA FROM 0.5 MILE WEST OF HUASNA RIVER BRIDGE TO 1.9 MILES WEST OF CUYAMA RIVER BRIDGE.
QA Service Level1 (Verified on 03/28/2022)

Sample Information

Sample Taken Date08/30/2022 Sample Unique Key73
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 testing09/06/2022
Sample typeDepartment Acceptance A brief description of the sample3/4 RHMA -G w/LIME 64-16
The quantity of what the sample constitutes2 cans From where was the sample collectedOther
First name of sampler or witnessed byQ Last name of sampler or witnessed byC
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSPM Templeton Plant Transportation Laboratory (TL) Number
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: 2022-08-30-73
DIME Test ID: 2022-08-30-73-3
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: 2022-09-14

Test Results


Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 09/12/2022
Temperature: 25 C
Final Dial reading (F1): 70 mm
Ball Penetration (P1): 3 mm
Final Dial reading (F2): 70 mm
Ball Penetration (P2): 3 mm
Final Dial reading (F3): 71 mm
Ball Penetration (P3): 3 mm
Resilience 1: 33 %
Resilience 2: 33 %
Resilience 3: 32 %
Average Resilience: 33 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/14/2022