Summary for Test 2025-08-07-30-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 994857
DEA: 010H6104
EFIS: 0117000241
DIST-CO-RTE-PM01-HUM-36-13.5/R36.1
Award Date10/31/2023
Closeout DateNot set
Work DescriptionCOLD PLANE AND OVERLAY HMA, & REPLACE GUARDRAILS.
Location DescriptionHUMBOLDT COUNTY AT AND NEAR BRIDGEVILLE FROM 3.4 MILES WEST OF GRIZZLY CREEK BRIDGE TO 0.8 MILE EAST OF SOUTH FORK VAN DUZEN RIVER
QA Service Level1 (Verified on 06/08/2023)

Sample Information

Sample Taken Date08/07/2025 Sample Unique Key30
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 testing08/12/2025
Sample typeQuality Assurance A brief description of the sample PG 58-22
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byA Last name of sampler or witnessed byCook
Title of samplerMaterials Tester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameDinsmore Plant Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form00000 Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierMercer Fraser Dinsmore
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2025-08-07-30
DIME Test ID: 2025-08-07-30-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2025-10-30

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 10/29/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.152 kPa
Phase Angle (δ) (for the 10 cycles): 86.6 degree
Complex Modulus (G*) (for the 10 measurements): 1.257 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.26 kPa
General comments (publicly viewable) (Max 1000 characters): Original

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
2025-08-07-30pdf258.50 KB10/29/20252025-08-07-30-1   Info

Test was verified on 10/30/2025