Summary for Test 2023-10-03-48-3
Test performed: AASHTO T335-09r13Project 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 |
|---|---|---|---|
| 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 | 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2023-10-03-48
DIME Test ID: 2023-10-03-48-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2023-10-26
Test Results
Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 10/17/2023
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: 14 %
Percentage on the ⅜ inch sieve: 17 %
Percentage on the ¼ inch sieve: 18 %
Percentage on the No. 4 sieve: 7 %
Percentage on the No. 8 sieve: 19 %
Mass of fractured, 1 ½ inch, 2 faced particles tested: 0 g
Mass of questionable, 1 ½ inch, 2 faced particles tested: 0 g
Mass of unfractured, 1 ½ inch, 2 faced particles tested: 0 g
Mass of fractured, 1 ½ inch, 1 faced particles tested: 0 g
Mass of questionable, 1 ½ inch, 1 faced particles tested: 0 g
Mass of unfractured, 1 ½ inch, 1 faced particles tested: 0 g
Mass of fractured, 1 inch, 2 faced particles tested: 0 g
Mass of questionable, 1 inch, 2 faced particles tested: 0 g
Mass of unfractured, 1 inch, 2 faced particles tested: 0 g
Mass of fractured, 1 inch, 1 faced particles tested: 0 g
Mass of questionable, 1 inch, 1 faced particles tested: 0 g
Mass of unfractured, 1 inch, 1 faced particles tested: 0 g
Mass of fractured, ¾ inch, 2 faced particles tested: 0 g
Mass of questionable, ¾ inch, 2 faced particles tested: 0 g
Mass of unfractured, ¾ inch, 2 faced particles tested: 0 g
Mass of fractured, ¾ inch, 1 faced particles tested: 0 g
Mass of questionable, ¾ inch, 1 faced particles tested: 0 g
Mass of unfractured, ¾ inch, 1 faced particles tested: 0 g
Mass of fractured, ½ inch, 2 faced particles tested: 330.1 g
Mass of questionable, ½ inch, 2 faced particles tested: 0 g
Mass of unfractured, ½ inch, 2 faced particles tested: 0 g
Mass of fractured, ½ inch, 1 faced particles tested: 330.1 g
Mass of questionable, ½ inch, 1 faced particles tested: 0 g
Mass of unfractured, ½ inch, 1 faced particles tested: 0 g
Mass of fractured, ⅜ inch, 2 faced particles tested: 219.6 g
Mass of questionable, ⅜ inch, 2 faced particles tested: 0 g
Mass of unfractured, ⅜ inch, 2 faced particles tested: 0 g
Mass of fractured, ⅜ inch, 1 faced particles tested: 219.6 g
Mass of questionable, ⅜ inch, 1 faced particles tested: 0 g
Mass of unfractured, ⅜ inch, 1 faced particles tested: 0 g
Mass of fractured, ¼ inch, 2 faced particles tested: 110.4 g
Mass of questionable, ¼ inch, 2 faced particles tested: 0 g
Mass of unfractured, ¼ inch, 2 faced particles tested: 0 g
Mass of fractured, ¼ inch, 1 faced particles tested: 110.4 g
Mass of questionable, ¼ inch, 1 faced particles tested: 0 g
Mass of unfractured, ¼ inch, 1 faced particles tested: 0 g
Mass of fractured, No. 4, 2 faced particles tested: 109.9 g
Mass of questionable, No. 4, 2 faced particles tested: 0 g
Mass of unfractured, No. 4, 2 faced particles tested: 0 g
Mass of fractured, No. 4, 1 faced particles tested: 109.9 g
Mass of questionable, No. 4, 1 faced particles tested: 0 g
Mass of unfractured, No. 4, 1 faced particles tested: 0 g
Mass of fractured, No. 8, 1 faced particles tested: 26.9 g
Mass of questionable, No. 8, 1 faced particles tested: 0 g
Mass of unfractured, No. 8, 1 faced particles tested: 0 g
Percentage of questionable, 1 ½ inch, 2 faced particles tested: 0 %
Percentage of questionable, 1 ½ inch, 1 faced particles tested: 0 %
Percentage of questionable, 1 inch, 2 faced particles tested: 0 %
Percentage of questionable, 1 inch, 1 faced particles tested: 0 %
Percentage of questionable, ¾ inch, 2 faced particles tested: 0 %
Percentage of questionable, ¾ inch, 1 faced particles tested: 0 %
Percentage of questionable, ½ inch, 2 faced particles tested: 0 %
Percentage of questionable, ½ inch, 1 faced particles tested: 0 %
Percentage of questionable, ⅜ inch, 2 faced particles tested: 0 %
Percentage of questionable, ⅜ inch, 1 faced particles tested: 0 %
Percentage of questionable, ¼ inch, 2 faced particles tested: 0 %
Percentage of questionable, ¼ inch, 1 faced particles tested: 0 %
Percentage of questionable, No. 4, 2 faced particles tested: 0 %
Percentage of questionable, No. 4, 1 faced particles tested: 0 %
Percentage of questionable, No. 8, 1 faced particles tested: 0 %
Percentage of fractured, 1 ½ inch, 2 faced particles tested: 0 %
Percentage of fractured, 1 ½ inch, 1 faced particles tested: 0 %
Percentage of fractured, 1 inch, 2 faced particles tested: 0 %
Percentage of fractured, 1 inch, 1 faced particles tested: 0 %
Percentage of fractured, ¾ inch, 2 faced particles tested: 0 %
Percentage of fractured, ¾ inch, 1 faced particles tested: 0 %
Percentage of fractured, ½ inch, 2 faced particles tested: 100 %
Percentage of fractured, ½ inch, 1 faced particles tested: 100 %
Percentage of fractured, ⅜ inch, 2 faced particles tested: 100 %
Percentage of fractured, ⅜ inch, 1 faced particles tested: 100 %
Percentage of fractured, ¼ inch, 2 faced particles tested: 100 %
Percentage of fractured, ¼ inch, 1 faced particles tested: 100 %
Percentage of fractured, No. 4, 2 faced particles tested: 100 %
Percentage of fractured, No. 4, 1 faced particles tested: 100 %
Percentage of fractured, No. 8, 1 faced particles tested: 100 %
Weighted average percentage of fractured, coarse, 2 faced particles: 100 %
Weighted average percentage of fractured, coarse, 1 faced particles: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters): PC(C1)=100.%, PC(C2)=100.%, PC(F1)=100.%
Test was verified on 10/26/2023 ✔