Summary for Test 2025-10-23-44-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994539 DEA: 021H58U4 EFIS: 0223000059 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-58.2/R78.4 |
| Award Date | 06/27/2023 |
| Closeout Date | Not set |
| Work Description | RECONSTRUCT ROADWAY, HMA PAVING, DRAINAGE AND ELECTRICAL WORK. |
| Location Description | PLUMAS COUNTY AT AND NEAR CROMBERG FROM GILL RANCH ROAD TO 0.2 MILE WEST OF BIG GRIZZLY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/08/2023) |
Sample Information
| Sample Taken Date | 10/23/2025 | Sample Unique Key | 44 |
|---|---|---|---|
| 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 | 10/27/2025 |
| Sample type | Acceptance | A brief description of the sample | 2 bags of Lime Treated 3/4-inch Combined Virgin Aggregate |
| The quantity of what the sample constitutes | 650 tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Riley | Last name of sampler or witnessed by | Melvin |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D80110A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Western Nevada Materials — Spanish Springs Drum Plant (Spanish Springs, NV) | Transportation Laboratory (TL) Number | 875185 |
| 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) | 2600803::Spanish Springs Quarry (Spanish Springs, NV) |
|---|---|---|---|
| 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 |
|---|---|---|
| 2025-11-8: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 1 | 2025-10-23-44-1 |
Test Details
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DIME Sample ID: 2025-10-23-44
DIME Test ID: 2025-10-23-44-1
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: 2025-11-12
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: Dacota Mei
Date of test: 10/30/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5053.9 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 165.0 grams | 97 % | |||||
| 770.0 grams | 85 % | |||||
| 1246.0 grams | 75 % | |||||
| 2579.0 grams | 49 % | |||||
| 523.2 grams | ||||||
| 196.2 grams | 31 % | |||||
| 311.1 grams | 20 % | |||||
| 378.2 grams | 14 % | |||||
| 425.2 grams | 9 % | |||||
| 463.0 grams | 6 % | |||||
| 484.9 grams | 3.6 % | |||||
| 485.5 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/12/2025 ✔