Summary for Test 2025-04-15-64-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 66669 DEA: JMF-DATA EFIS: JMF-DATA |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for storing JMF sample data |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 04/15/2025 | 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 | 04/15/2025 |
| Sample type | Verification | A brief description of the sample | 3 bags of Combined Lime Treated 3/4-inch Aggregate |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Ward | Last name of sampler or witnessed by | Jenkins |
| Title of sampler | Not set | Telephone number of sampler | Not set |
| Laboratory sample identification | Not set | Linked DIME Sample ID | Not set |
| The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | Not set |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0057::Shasta Ranch Aggregates (Anderson, CA) and 91-45-0061::Latona Aggregates (Anderson, CA) |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Not set | The fabricator/manufacturer designation for the sample | Not set |
| The plant number | Not set | A detailed description of where the material sample was collected | Cold Feed |
| Where the material sample would have been placed if not sampled | Not set | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | Not set | |
| Sublot number | Not set | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2025-04-15-64
DIME Test ID: 2025-04-15-64-1
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: 2025-05-05
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: Calculated
Tester's full name: Josh Murphy
Date of test: 04/18/2025
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 86 % | ||||||
| 62 % | ||||||
| 35 % | ||||||
| 22 % | ||||||
| 15 % | ||||||
| 11 % | ||||||
| 7 % | ||||||
| 5 % | ||||||
| 4 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Submitted from JMF - Ward Jenkins
Test was verified on 5/5/2025 ✔