Summary for Test 2023-10-03-48-7
Test performed: ASTM D4791-10Project Information
| Project Identifiers | Project ID: 994638 DEA: 023J8404 EFIS: 0222000089 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-28.0/34.5 |
| Award Date | 05/25/2023 |
| Closeout Date | 04/11/2024 |
| Work Description | HMA OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | SISKIYOU COUNTY NEAR HAPPY CAMP FROM 4.6 MILES WEST OF CLEAR CREEK BRIDGE TO 0.2 MILE EAST OF OAK FLAT CREEK BRIDGE |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 10/03/2023 | Sample Unique Key | 48 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/03/2023 | Sample type | Production Start-Up |
| A brief description of the sample | 3/4-inch Type A Untreated Virgin Aggregate | 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 | D79365F | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Fawndale Rock Quarry / J.F. Shea | |
| Transportation Laboratory (TL) Number | 824483 | 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 |
|---|---|---|---|
| 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 Laboratory from Untreated Sized Virgin Aggregate Stockpiles | |
| 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: 2023-10-03-48
DIME Test ID: 2023-10-03-48-7
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Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)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: 2023-10-26
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
Date of test: 10/12/2023
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: 13.9 %
Percentage on the ⅜ inch sieve: 17.2 %
Percentage on the ¼ inch sieve: 17.3 %
Percentage on the No. 4 sieve: 0 %
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: 424.5 g
Mass grams of ⅜ inch particles that were flat and elongated: 1 g
Mass grams of ⅜ inch particles that were not flat and elongated: 196.5 g
Mass grams of ¼ inch particles that were flat and elongated: 0.7 g
Mass grams of ¼ inch particles that were not flat and elongated: 74.3 g
Mass grams of No. 4 particles that were flat and elongated: 0 g
Mass grams of No. 4 particles that were not flat and elongated: 0 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: 1 %
Percentage (by mass) of ⅜ inch particles that were not flat and elongated: 99 %
Percentage (by mass) of ¼ inch particles that were flat and elongated: 1 %
Percentage (by mass) of ¼ inch particles that were not flat and elongated: 99 %
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: 0 %
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&E(5:1)=1%
Test was verified on 10/26/2023 ✔