Summary for Test 2025-06-26-63-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000117 DEA: 020J0104 EFIS: 0219000044 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-99-4.2/4.8 |
| Award Date | 07/11/2024 |
| Closeout Date | Not set |
| Work Description | PLACE HMA, CCTV TOWER AND INSTALL LIGHTING SYSTEM. |
| Location Description | TEHAMA COUNTY ABOUT 7.0 MILES SOUTH OF LOS MOLINOS FROM 0.3 MILE SOUTH OF SOUTH AVENUE TO 0.6 MILE SOUTH OF VINA ROAD |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 06/26/2025 | Sample Unique Key | 63 |
|---|---|---|---|
| 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 | 07/01/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 1 Bag of Lime treated 3/4-inch Combined Virgin Aggregate |
| The quantity of what the sample constitutes | 1 Bag Cold Feed | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Brandon | Last name of sampler or witnessed by | White |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79936A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Knife River, Orland | Transportation Laboratory (TL) Number | 858143 |
| 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) | 91-11-0007 |
|---|---|---|---|
| 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 | Plant | |
| 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 |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2025-07-9: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 1 | 2025-06-26-63-1 |
Test Details
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DIME Sample ID: 2025-06-26-63
DIME Test ID: 2025-06-26-63-1
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: 2025-07-09
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: Colt Sweeny
Date of test: 07/09/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5066.3 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 75.0 grams | 99 % | |||||
| 1121.0 grams | 78 % | |||||
| 1791.0 grams | 65 % | |||||
| 2826.0 grams | 44 % | |||||
| 524.7 grams | ||||||
| 192.5 grams | 28 % | |||||
| 308.2 grams | 18 % | |||||
| 379.1 grams | 12 % | |||||
| 428.4 grams | 8 % | |||||
| 465.5 grams | 5 % | |||||
| 486.3 grams | 3.2 % | |||||
| 487.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/9/2025 ✔