Summary for Test 2025-10-06-97-3

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 995262
DEA: 041Q4604
EFIS: 0418000279
DIST-CO-RTE-PM04-SCL-280-0/2.7
Award Date05/02/2024
Closeout DateNot set
Work DescriptionRHMA-G SURFACING AND CONSTRUCT BRIDGE APPROACH.
Location DescriptionSANTA CLARA COUNTY IN SAN JOSE FROM ROUTE 280/680/101 SEPARATION TO 0.2 MILE WEST OF BIRD AVENUE OVERCROSSING
QA Service Level1 (Verified on 12/11/2023)

Sample Information

Sample Taken Date10/06/2025 Sample Unique Key97
Date that the sample was received by the laboratory/organization performing the testing11/07/2025 Sample typeProduction Start-Up
A brief description of the sample3/4" RHMA-G The quantity of what the sample constitutes22 Boxes RHMA
From where was the sample collectedSource First name of sampler or witnessed byJoe
Last name of sampler or witnessed byPuno Title of samplerQC Tech
Telephone number of sampler Laboratory sample identificationD04-SE-25-080
Linked DIME Sample ID2025-10-06-96 The fabricator/manufacturer/facility nameMartin Marietta Sunol Drum Plant
Transportation Laboratory (TL) NumberSJ-100625-1 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number63S4BV 25W1C 8967
Binder content (%)0.0 Virgin binder PG
Design binder PG Binder Supplier
RAP content (%)Not set WMA Additives
Antistrip type

Test Details

DIME Sample ID: 2025-10-06-97
DIME Test ID: 2025-10-06-97-3
Testing Lab: BSK Associates
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2026-03-26

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Trevor Hamilton - BSK
Date of test: 03/09/2026
Wet 1Wet 2Wet 3Dry 1Dry 2Dry 3
Untreated

84.9 psi

111.8 psi

0.76
General comments (publicly viewable) (Max 1000 characters): Wet=84.9 psi, Dry=111.8 psi, TSR= 76%

Test was verified on 3/26/2026 ✔