Summary for Test 2023-05-15-53-11
Test performed: ASTM D4791-10Project Information
| Project Identifiers | Project ID: 212498 DEA: 021H5204 EFIS: 0217000009 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3,263-48.5/49.7 - 49.41 |
| Award Date | 06/09/2023 |
| Closeout Date | Not set |
| Work Description | Roadway Rehabilitation |
| Location Description | 02-Sis-3, 263-R46.8/R48.0, 49.07/49.41 |
| QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
| Sample Taken Date | 05/15/2023 | Sample Unique Key | 53 |
|---|---|---|---|
| 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 | 05/15/2023 |
| Sample type | Production Start-Up | A brief description of the sample | Laboratory-Combined Untreated Virgin Aggregate for use in 3/4-inch Type A HMA |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79229F | Linked DIME Sample ID | 2023-05-15-50, 2023-05-15-51, 2023-05-15-52 |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 815608 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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 | Combined in the Laboratory from Stockpile samples | |
| 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: 2023-05-15-53
DIME Test ID: 2023-05-15-53-11
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)
Test Release Date: 2023-06-02
Test Results
Method A - Percentage of Flat Particles, Elongated Particles, and Flat & Elongated Particles
Method B - Flat & Elongated Particles
Method: B
Determination: By Mass
Dimensional ratio used: 5:1
Input Type: Measured
Tester's full name: Dennis Hickey and Josh Murphy
Date of test: 05/24/2023
Percentage on the 6 inch sieve: 0 %
Percentage on the 5 inch sieve: 0 %
Percentage on the 4 ½ inch sieve: 0 %
Percentage on the 4 inch sieve: 0 %
Percentage on the 3 ½ inch sieve: 0 %
Percentage on the 3 inch sieve: 0 %
Percentage on the 2 ½ inch sieve: 0 %
Percentage on the 2 inch sieve: 0 %
Percentage on the 1 ½ inch sieve: 0 %
Percentage on the 1 inch sieve: 0 %
Percentage on the ¾ inch sieve: 0 %
Percentage on the ½ inch sieve: 15 %
Percentage on the ⅜ inch sieve: 11 %
Percentage on the ¼ inch sieve: 16 %
Percentage on the No. 4 sieve: 11 %
Mass grams of 6 inch particles that were flat and elongated: 0 g
Mass grams of 6 inch particles that were not flat and elongated: 0 g
Mass grams of 5 inch particles that were flat and elongated: 0 g
Mass grams of 5 inch particles that were not flat and elongated: 0 g
Mass grams of 4 ½ inch particles that were flat and elongated: 0 g
Mass grams of 4 ½ inch particles that were not flat and elongated: 0 g
Mass grams of 4 inch particles that were flat and elongated: 0 g
Mass grams of 4 inch particles that were not flat and elongated: 0 g
Mass grams of 3 ½ inch particles that were flat and elongated: 0 g
Mass grams of 3 ½ inch particles that were not flat and elongated: 0 g
Mass grams of 3 inch particles that were flat and elongated: 0 g
Mass grams of 3 inch particles that were not flat and elongated: 0 g
Mass grams of 2 ½ inch particles that were flat and elongated: 0 g
Mass grams of 2 ½ inch particles that were not flat and elongated: 0 g
Mass grams of 2 inch particles that were flat and elongated: 0 g
Mass grams of 2 inch particles that were not flat and elongated: 0 g
Mass grams of 1 ½ inch particles that were flat and elongated: 0 g
Mass grams of 1 ½ inch particles that were not flat and elongated: 0 g
Mass grams of 1 inch particles that were flat and elongated: 0 g
Mass grams of 1 inch particles that were not flat and elongated: 0 g
Mass grams of ¾ inch particles that were flat and elongated: 0 g
Mass grams of ¾ inch particles that were not flat and elongated: 0 g
Mass grams of ½ inch particles that were flat and elongated: 0 g
Mass grams of ½ inch particles that were not flat and elongated: 594.4 g
Mass grams of ⅜ inch particles that were flat and elongated: 4.2 g
Mass grams of ⅜ inch particles that were not flat and elongated: 229.4 g
Mass grams of ¼ inch particles that were flat and elongated: 2.5 g
Mass grams of ¼ inch particles that were not flat and elongated: 79.9 g
Mass grams of No. 4 particles that were flat and elongated: 0.1 g
Mass grams of No. 4 particles that were not flat and elongated: 33.6 g
Percentage (by mass) of 6 inch particles that were flat and elongated: 0 %
Percentage (by mass) of 6 inch particles that were not flat and elongated: 0 %
Percentage (by mass) of 5 inch particles that were flat and elongated: 0 %
Percentage (by mass) of 5 inch particles that were not flat and elongated: 0 %
Percentage (by mass) of 4 ½ inch particles that were flat and elongated: 0 %
Percentage (by mass) of 4 ½ inch particles that were not flat and elongated: 0 %
Percentage (by mass) of 4 inch particles that were flat and elongated: 0 %
Percentage (by mass) of 4 inch particles that were not flat and elongated: 0 %
Percentage (by mass) of 3 ½ inch particles that were flat and elongated: 0 %
Percentage (by mass) of 3 ½ inch particles that were not flat and elongated: 0 %
Percentage (by mass) of 3 inch particles that were flat and elongated: 0 %
Percentage (by mass) of 3 inch particles that were not flat and elongated: 0 %
Percentage (by mass) of 2 ½ inch particles that were flat and elongated: 0 %
Percentage (by mass) of 2 ½ inch particles that were not flat and elongated: 0 %
Percentage (by mass) of 2 inch particles that were flat and elongated: 0 %
Percentage (by mass) of 2 inch particles that were not flat and elongated: 0 %
Percentage (by mass) of 1 ½ inch particles that were flat and elongated: 0 %
Percentage (by mass) of 1 ½ inch particles that were not flat and elongated: 0 %
Percentage (by mass) of 1 inch particles that were flat and elongated: 0 %
Percentage (by mass) of 1 inch particles that were not flat and elongated: 0 %
Percentage (by mass) of ¾ inch particles that were flat and elongated: 0 %
Percentage (by mass) of ¾ inch particles that were not flat and elongated: 0 %
Percentage (by mass) of ½ inch particles that were flat and elongated: 0 %
Percentage (by mass) of ½ inch particles that were not flat and elongated: 100 %
Percentage (by mass) of ⅜ inch particles that were flat and elongated: 2 %
Percentage (by mass) of ⅜ inch particles that were not flat and elongated: 98 %
Percentage (by mass) of ¼ inch particles that were flat and elongated: 3 %
Percentage (by mass) of ¼ inch particles that were not flat and elongated: 97 %
Percentage (by mass) of No. 4 particles that were flat and elongated: 0 %
Percentage (by mass) of No. 4 particles that were not flat and elongated: 100 %
Weighted percentage of particles (by mass) that were flat and elongated: 1 %
Weighted percentage of particles (by mass) that were not flat and elongated: 99 %
General comments (publicly viewable) (Max 1000 characters): F&E5:1=1%
Test was verified on 6/2/2023 ✔