Summary for Test 2024-11-04-113-5

Test performed: ASTM D8360-22

Project Information

Project IdentifiersProject ID: 66665
DEA: BMD
EFIS: BMD
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Balanced Mix Design (BMD) data for hot mix asphalt. UCPRC is collecting BMD data from the test track built for accelerated pavement testing
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date11/04/2024 Sample Unique Key113
Date that the sample was received by the laboratory/organization performing the testing11/14/2025 Sample typeInformational
A brief description of the sampleHigh Sand – BMD TT4 – 0.75 SP High Sand Surface The quantity of what the sample constitutes48 Boxes
From where was the sample collectedSource First name of sampler or witnessed byJames
Last name of sampler or witnessed byBrewster Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGeorge Reed - Clements Plant
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number1
Sublot number1 HMA Mix Number02501
Binder content (%)4.5 Virgin binder PGPG 58-22
Design binder PG PG 64-16 Binder SupplierValero Benicia
RAP content (%)25 WMA AdditivesNo
Antistrip typeN/A

Test Details

DIME Sample ID: 2024-11-04-113
DIME Test ID: 2024-11-04-113-5
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: ASTM D8360-22: Standard Test Method for Determination of Rutting Tolerance Index of Asphalt Mixture Using the Ideal Rutting Test (Rutting Tolerance)
Test Release Date: 2026-06-04

Test Results


Number of specimens: 5
Specimen Preparation Method: PMLC
Input Type: Measured
Tester's full name: James Brewster
Date of test: 11/28/2025
12345
None
Water Bath
50.0 °C
SGC
7.2 %7.5 %7.5 %6.7 %6.6 %
0.0619 m0.0620 m0.0619 m0.0620 m0.0619 m
0.1500 m0.1500 m0.1500 m0.1500 m0.1500 m
5071.0 N6490.0 N5266.7 N7255.0 N7375.1 N

1526932 Pa

1951056 Pa

1585859 Pa

2181034 Pa

2220720 Pa

101.1

129.1

105.0

144.3

147.0

125.3
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/4/2026 ✔