Summary for Test 2025-07-14-64-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000824 DEA: 021K0204 EFIS: 0224000043 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-53.5/61.0 |
| Award Date | 02/05/2025 |
| Closeout Date | 11/25/2025 |
| Work Description | PLACE AR CHIP SEAL AND REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | TRINITY COUNTY IN AND NEAR WEAVERVILLE AND AT AND NEAR DOUGLAS CITY FROM 0.1 MILE WEST OF INDUSTRIAL PARKWAY TO STEEL BRIDGE ROAD |
| QA Service Level | 1 (Verified on 12/04/2024) |
Sample Information
| Sample Taken Date | 07/14/2025 | Sample Unique Key | 64 |
|---|---|---|---|
| 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 | 07/16/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 2 bags of Lime Treated 1/2-inch Combined 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 | J. | Last name of sampler or witnessed by | Sturgis |
| Title of sampler | PGI | Telephone number of sampler | |
| Laboratory sample identification | D79958A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | Transportation Laboratory (TL) Number | 858524 |
| 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) | 91-45-0021 |
|---|---|---|---|
| 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 | Plant | |
| 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 |
|---|---|---|
| 2025-07-36: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 1 | 2025-07-14-64-1 |
Test Details
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DIME Sample ID: 2025-07-14-64
DIME Test ID: 2025-07-14-64-1
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: 2025-07-31
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: 07/23/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2243.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 170.4 grams | 92 % | |||||
| 446.1 grams | 80 % | |||||
| 1016.8 grams | 55 % | |||||
| 522.3 grams | ||||||
| 180.3 grams | 36 % | |||||
| 291.6 grams | 24 % | |||||
| 362.7 grams | 17 % | |||||
| 410.9 grams | 12 % | |||||
| 444.7 grams | 8 % | |||||
| 464.6 grams | 6.1 % | |||||
| 466.5 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/31/2025 ✔