Summary for Test 2025-04-17-79-8
Test performed: AASHTO T210-15Project Information
| Project Identifiers | Project ID: 1001208 DEA: 022K6204 EFIS: 0225000120 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-46.6/46.6 |
| Award Date | 02/28/2025 |
| Closeout Date | 07/14/2025 |
| Work Description | Siskiyou 96 Potential Landslide DO Storm Damage |
| Location Description | IN SISKIYOU COUNTY NEAR HAPPY CAMP AT 2.3 MILES EAST OF GORDONS FERRY ROAD |
| QA Service Level | 1 (Verified on 04/22/2025) |
Sample Information
| Sample Taken Date | 04/17/2025 | Sample Unique Key | 79 |
|---|---|---|---|
| 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 testing | 04/17/2025 |
| Sample type | Production Start-Up | A brief description of the sample | Combined Untreated Virgin 3/4-inch Aggregate |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Source |
| First name of sampler or witnessed by | Giuiliano | Last name of sampler or witnessed by | Giuntoli |
| Title of sampler | Tester | Telephone number of sampler | |
| Laboratory sample identification | D79855A | Linked DIME Sample ID | 2025-04-17-41, 2025-04-17-42, 2025-04-17-43 |
| The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt — Fawndale Rock Quarry (Redding, CA) | Transportation Laboratory (TL) Number | 823565 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0017::Fawndale Rock Quarry (Redding, CA) |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Laboratory Batched from Sized Untreated Virgin Stockpile Samples | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | 1 | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-04-17-79
DIME Test ID: 2025-04-17-79-8
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Test Release Date: 2025-05-05
Test Results
Which test procedure(s) is/are used?: Procedure A and Procedure B
Input Type: Measured
Tester's full name: Josh Murphy and Dacota Mei
Date of test: 04/30/2025
Was strict temperature control maintained?: Yes
What type of water was used?: Distilled
Height of sediment column: 0.5 in
Clay reading: 4.9 in
Sand reading: 3.9 in
Durability Index (coarse): 85
Durability Index (fine): 80
General comments (publicly viewable) (Max 1000 characters): Dc=85,
Df=80.
Test was verified on 5/5/2025 ✔