Summary for Test 2024-05-02-91-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000359 DEA: 021K6404 EFIS: 0224000148 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-60/67.8 |
| Award Date | Not set |
| Closeout Date | 09/23/2025 |
| Work Description | Perform dig-out without traffic control |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 05/29/2024) |
Sample Information
| Sample Taken Date | 05/02/2024 | Sample Unique Key | 91 |
|---|---|---|---|
| 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 | 05/02/2024 |
| Sample type | Verification | A brief description of the sample | 3 bags of Untreated 1/2-inch Sized Virgin Aggregate |
| The quantity of what the sample constitutes | Annual Source Testing | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Terry | Last name of sampler or witnessed by | McCormick |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79493A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 858009 |
| 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 | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Sized Untreated Virgin Aggregate Stockpile | |
| 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 |
Test Details
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DIME Sample ID: 2024-05-02-91
DIME Test ID: 2024-05-02-91-1
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: 2024-09-09
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?: Yes
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 05/03/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 6457.8 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 1470.0 grams | 77 % | |||||
| 5464.2 grams | 15 % | |||||
| 6391.8 grams | 1 % | |||||
| 66 grams | ||||||
| 18.0 grams | 1 % | |||||
| 20.4 grams | 1 % | |||||
| 22.2 grams | 1 % | |||||
| 23.4 grams | 1 % | |||||
| 25.2 grams | 1 % | |||||
| 28.8 grams | 0.6 % | |||||
| 30.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Contractor identified as 1/2-inch, but it is nominally 3/4-inch.
Test was verified on 9/9/2024 ✔