Summary for Test 2025-09-23-50-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994859 DEA: 021H5904 EFIS: 0216000025 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-43.5,57.0 |
| Award Date | 08/07/2023 |
| Closeout Date | Not set |
| Work Description | REPLACE CULVERTS WITH BRIDGES, STREAMBED RESTORATION, & LANDSCAPING. |
| Location Description | SISKIYOU COUNTY AT AND NEAR HAPPY CAMP AT 0.8 MILE WEST OF GORDON\\'S FERRY ROAD AND AT PORTUGUESE CREEK |
| QA Service Level | 1 (Verified on 08/10/2023) |
Sample Information
| Sample Taken Date | 09/23/2025 | Sample Unique Key | 50 |
|---|---|---|---|
| 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 | 09/23/2025 |
| Sample type | Production Start-Up | A brief description of the sample | Hot Bin 3, 1/2-inch Sized Lime Treated 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 | Giuliano | Last name of sampler or witnessed by | Giuntoli |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D80058A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Mercer-Fraser Company — Willow Creek Plant (Willow Creek, CA) | Transportation Laboratory (TL) Number | |
| 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) | 91-12-0007 |
|---|---|---|---|
| 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 | Hot Bins | |
| 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 | ||
| Sublot number | Aggregate Mix Number |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2025-09-24: HMA Aggregates (Size 1/2"): Type A HMA - Batch Plant - Sieve Analysis Without RAP | 3 | 2025-09-23-50-1 |
Test Details
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DIME Sample ID: 2025-09-23-50
DIME Test ID: 2025-09-23-50-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2025-09-30
Test Results
What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 09/25/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2013.5 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 591.4 grams | 71 % | |||||
| 1802.8 grams | 10 % | |||||
| 2005.4 grams | 0 % | |||||
| 8.2 grams | ||||||
| 3.5 grams | 0 % | |||||
| 4.9 grams | 0 % | |||||
| 5.7 grams | 0 % | |||||
| 6.2 grams | 0 % | |||||
| 6.6 grams | 0 % | |||||
| 6.9 grams | 0 % | |||||
| 6.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/30/2025 ✔