Summary for Test 2025-04-22-53-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1001178 DEA: 020J3904 EFIS: 0219000112 |
|---|---|
| DIST-CO-RTE-PM | 02--- |
| Award Date | 08/01/2024 |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 2 (Verified on 04/14/2025) |
Sample Information
| Sample Taken Date | 04/22/2025 | Sample Unique Key | 53 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/23/2025 | Sample type | Production Start-Up |
| A brief description of the sample | Production Start-Up Evaluation | The quantity of what the sample constitutes | 2 Bags of Plant Sand Untreated Sized Virgin Aggregate |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Cindy |
| Last name of sampler or witnessed by | Bryant | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D79858C | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 851395 | 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) | 91-45-0017::Fawndale Rock Quarry (Redding, CA) |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | P. Sand | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | Stockpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | fine | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2025-04-22-53
DIME Test ID: 2025-04-22-53-1
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: 2025-05-06
Test Results
What type of gradation is being tested?: HMA 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?: No
Input Type: Measured
Tester's full name: Dacota Mei
Date of test: 04/24/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 519.2 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 1.1 grams | 100 % | |||||
| 161.9 grams | 69 % | |||||
| 304.5 grams | 41 % | |||||
| 383.5 grams | 26 % | |||||
| 430.2 grams | 17 % | |||||
| 458.8 grams | 12 % | |||||
| 474.0 grams | 8.7 % | |||||
| 474.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/6/2025 ✔
