Summary for Test 2021-08-25-6-3
Test performed: ASTM D4791-10Project Information
| Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
| Award Date | 11/06/2018 |
| Closeout Date | 08/16/2023 |
| Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
| Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 08/25/2021 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/25/2021 | Sample type | Department Acceptance |
| A brief description of the sample | Combined Virgin Aggregate | The quantity of what the sample constitutes | 100k Ton Milestone |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | JD |
| Last name of sampler or witnessed by | Atkinson | Title of sampler | Materials Tester |
| Telephone number of sampler | Laboratory sample identification | D78930 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | |
| Transportation Laboratory (TL) Number | 858989 | 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 | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Laboratory batched from untreated virgin sized aggregate stockpile |
| Where the material sample would have been placed if not sampled | 02 SHA 5 | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Not Applicable | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-08-25-6
DIME Test ID: 2021-08-25-6-3
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: 2021-09-09
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: Darrell Valasek
Date of test: 08/28/2021
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: 13.7 %
Percentage on the ¼ inch sieve: 19.3 %
Percentage on the No. 4 sieve: 10.9 %
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: 587.7 g
Mass grams of ⅜ inch particles that were flat and elongated: 1.8 g
Mass grams of ⅜ inch particles that were not flat and elongated: 338 g
Mass grams of ¼ inch particles that were flat and elongated: 7.1 g
Mass grams of ¼ inch particles that were not flat and elongated: 147.2 g
Mass grams of No. 4 particles that were flat and elongated: 5.2 g
Mass grams of No. 4 particles that were not flat and elongated: 56.6 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: 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: 5 %
Percentage (by mass) of ¼ inch particles that were not flat and elongated: 95 %
Percentage (by mass) of No. 4 particles that were flat and elongated: 8 %
Percentage (by mass) of No. 4 particles that were not flat and elongated: 92 %
Weighted percentage of particles (by mass) that were flat and elongated: 3 %
Weighted percentage of particles (by mass) that were not flat and elongated: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/9/2021 ✔