Summary for Test 2024-08-06-93-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 1000090
DEA: 024J9204
EFIS: 0223000087
DIST-CO-RTE-PM02-TRI-299-61.0/64.0,70.0/72.2
Award Date04/16/2024
Closeout Date11/27/2024
Work DescriptionASPHALT RUBBER CHIP SEAL WITH REPLACE ASPHALT CONCRETE SURFACING.
Location DescriptionTRINITY COUNTY NEAR DOUGLAS CITY FROM STEEL BRIDGE ROAD TO 1.5 MILES WEST OF GRASS VALLEY CREEK BRIDGE NO 05-0013 AND FROM 2.6 MILES EAST OF TRINITY DAM BOULEVARD TO THE SHASTA COUNTY LINE
QA Service Level1 (Verified on 03/18/2024)

Sample Information

Sample Taken Date08/06/2024 Sample Unique Key93
Date that the sample was received by the laboratory/organization performing the testing08/14/2024 Sample typeAcceptance
A brief description of the sample5 cans The quantity of what the sample constitutes5 cans for chip seal/seal coats
From where was the sample collectedSource First name of sampler or witnessed byC
Last name of sampler or witnessed byB Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameAlbina - Klamath Falls, OR
Transportation Laboratory (TL) NumberC853425 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 Number

Test Details

DIME Sample ID: 2024-08-06-93
DIME Test ID: 2024-08-06-93-3
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: 2024-08-21

Test Results


Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 08/16/2024
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 63 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 63 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 63 mm
Resilience 1: 37 %
Resilience 2: 37 %
Resilience 3: 37 %
Average Resilience: 37 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/21/2024 ✔