Summary for Test 2025-03-12-19-3

Test performed: ASTM D5329-20

Project Information

Project IdentifiersProject ID: 1001112
DEA: 021K0604
EFIS: 0224000047
DIST-CO-RTE-PM02-TEH-36-R75.1/78.4
Award Date05/28/2025
Closeout Date09/22/2025
Work DescriptionPLACE ASPHALT RUBBER CHIP SEAL AND REPLACE ASPHALT CONCRETE SURFACING.
Location DescriptionTEHAMA COUNTY ABOUT 6 MILES WEST OF MINERAL FROM LITTLE GIANT MILL ROAD TO 0.8 MILE WEST OF DIAMOND ROAD
QA Service Level1 (Verified on 05/05/2025)

Sample Information

Sample Taken Date03/12/2025 Sample Unique Key19
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 testing06/02/2025
Sample typeVerification A brief description of the sampleAsphalt Rubber Binder, PG 64-16 CR
The quantity of what the sample constitutes5 quart cans From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byWitness
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID2025-03-12-13
The fabricator/manufacturer/facility nameAmerican Pavement Systems Transportation Laboratory (TL) Number
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: 2025-03-12-19
DIME Test ID: 2025-03-12-19-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: ASTM D5329-20: 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: 2025-06-10

Test Results


Input Type: Measured
Tester's full name: Glenn Bradley
Date of test: 06/03/2025
Temperature: 25 C
Ball Penetration (P1): 5 mm
Final Dial reading (F1): 60 mm
Ball Penetration (P2): 6 mm
Final Dial reading (F2): 59 mm
Ball Penetration (P3): 5 mm
Final Dial reading (F3): 62 mm
Resilience 1: 45 %
Resilience 2: 47 %
Resilience 3: 43 %
Average Resilience: 45 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Resilience

Test was verified on 6/10/2025