Summary for Test 2025-05-06-81-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 995002 DEA: 010H5804 EFIS: 0117000238 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-299-R7.6/R29.2 |
| Award Date | 09/25/2023 |
| Closeout Date | Not set |
| Work Description | RHMA, HMA AND REPLACE AC SURFACING. |
| Location Description | HUMBOLDT COUNTY AT VARIOUS LOCATIONS FROM 0.5 MILE EAST OF BLUE LAKE BOULEVARD TO 0.1 MILE EAST OF TITLOW HILL ROW |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 05/06/2025 | Sample Unique Key | 81 |
|---|---|---|---|
| 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 | 05/12/2025 |
| Sample type | Acceptance | A brief description of the sample | 1/2-inch Type G Aggregate |
| The quantity of what the sample constitutes | 750 tons/1 day | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | G. | Last name of sampler or witnessed by | Thorpe |
| Title of sampler | Inspector | Telephone number of sampler | |
| Laboratory sample identification | D79874 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Kernen Construction — Hatchery Lane Facility (Arcata, CA) | Transportation Laboratory (TL) Number | 972444 |
| 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) | 91-12-0066::Ford Ranch Rock Quarrys |
|---|---|---|---|
| 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 | Cold Feed | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | 1 | |
| Sublot number | 17 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-05-06-81
DIME Test ID: 2025-05-06-81-2
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: 2025-06-13
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 06/13/2025
Clay Level (Test 1): 8
Sand Level (Test 1): 4.4
Clay Level (Test 2): 8.3
Sand Level (Test 2): 4.4
Clay Level (Test 3): 8.1
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 55
Sand Equivalent (Test 2): 53
Sand Equivalent (Test 3): 52
Sand Equivalent: 54
General comments (publicly viewable) (Max 1000 characters): SE=54
Test was verified on 6/13/2025 ✔