Summary for Test 2023-10-03-48-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 994638 DEA: 023J8404 EFIS: 0222000089 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-28.0/34.5 |
| Award Date | 05/25/2023 |
| Closeout Date | 04/11/2024 |
| Work Description | HMA OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | SISKIYOU COUNTY NEAR HAPPY CAMP FROM 4.6 MILES WEST OF CLEAR CREEK BRIDGE TO 0.2 MILE EAST OF OAK FLAT CREEK BRIDGE |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 10/03/2023 | Sample Unique Key | 48 |
|---|---|---|---|
| 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 | 10/03/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4-inch Type A Untreated Virgin Aggregate |
| The quantity of what the sample constitutes | Production Start Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79365F | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fawndale Rock Quarry / J.F. Shea | Transportation Laboratory (TL) Number | 824483 |
| 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 |
|---|---|---|---|
| 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 | Combined in Laboratory from Untreated Sized Virgin Aggregate Stockpiles | |
| 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 | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-10-03-48
DIME Test ID: 2023-10-03-48-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Test Release Date: 2023-10-26
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 10/16/2023
Clay Level (Test 1): 6.2
Sand Level (Test 1): 4.6
Clay Level (Test 2): 6
Sand Level (Test 2): 4.5
Clay Level (Test 3): 6
Sand Level (Test 3): 4.5
Sand Equivalent (Test 1): 75
Sand Equivalent (Test 2): 75
Sand Equivalent (Test 3): 75
Sand Equivalent: 75
General comments (publicly viewable) (Max 1000 characters): SE=75
Test was verified on 10/26/2023 ✔