Summary for Test 2026-08-04-85-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1002527
DEA: 033G7504
EFIS: 0325000106
DIST-CO-RTE-PM03-BUT-191-0.0/3.4,3.7/6.8
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 08/10/2026)

Sample Information

Sample Taken Date08/04/2026 Sample Unique Key85
Date that the sample was received by the laboratory/organization performing the testing09/23/2026 Sample typeQuality Assurance
A brief description of the samplepg 64-10 The quantity of what the sample constitutes2 cans of 64-10
From where was the sample collectedManufacturer First name of sampler or witnessed byJustin
Last name of sampler or witnessed byL Title of samplerqc
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameLAMON CONSTRUCTION
Transportation Laboratory (TL) Number955885 Inspector Lot Number from the Transportation Laboratory (TL) Form955885
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-10
ModifiedNo Lot number
Sublot number Tank numberLoad # 14
Time of sample HMA SupplierLamon Construction
Certified Asphalt SupplierVSS Emultech - West Sacramento - West Sacramento CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA Typenot on tl 101 HMA Supplier Mix ID NumberNot on tl 101

Test Details

DIME Sample ID: 2026-08-04-85
DIME Test ID: 2026-08-04-85-1
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: 2026-09-24

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 09/24/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.163 kPa
Phase Angle (δ) (for the 10 cycles): 87.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.349 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.35 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
2026-08-04-85pdf484.91 KB09/24/20262026-08-04-85-1   Info

Test was verified on 9/24/2026 ✔