Summary for Test 2023-05-19-71-4
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 212498 DEA: 021H5204 EFIS: 0217000009 |
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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 | 05/19/2023 | Sample Unique Key | 71 |
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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 | D79239F | Linked DIME Sample ID | 2023-05-19-68, 2023-05-19-69, 2023-05-19-70 |
The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 815616 |
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 |
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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
DIME Sample ID: 2023-05-19-71
DIME Test ID: 2023-05-19-71-4
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: 2023-06-29
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: Josh Ferency
Date of test: 06/22/2023
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: 19 %
Percentage on the ⅜ inch sieve: 11 %
Percentage on the ¼ inch sieve: 16 %
Percentage on the No. 4 sieve: 10 %
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: 344 g
Mass of questionable, ½ inch, 2 faced particles tested: 26.6 g
Mass of unfractured, ½ inch, 2 faced particles tested: 0 g
Mass of fractured, ½ inch, 1 faced particles tested: 344 g
Mass of questionable, ½ inch, 1 faced particles tested: 26.6 g
Mass of unfractured, ½ inch, 1 faced particles tested: 0 g
Mass of fractured, ⅜ inch, 2 faced particles tested: 214.3 g
Mass of questionable, ⅜ inch, 2 faced particles tested: 6.5 g
Mass of unfractured, ⅜ inch, 2 faced particles tested: 0 g
Mass of fractured, ⅜ inch, 1 faced particles tested: 214.3 g
Mass of questionable, ⅜ inch, 1 faced particles tested: 6.5 g
Mass of unfractured, ⅜ inch, 1 faced particles tested: 0 g
Mass of fractured, ¼ inch, 2 faced particles tested: 109 g
Mass of questionable, ¼ inch, 2 faced particles tested: 2.5 g
Mass of unfractured, ¼ inch, 2 faced particles tested: 0 g
Mass of fractured, ¼ inch, 1 faced particles tested: 109 g
Mass of questionable, ¼ inch, 1 faced particles tested: 2.5 g
Mass of unfractured, ¼ inch, 1 faced particles tested: 0 g
Mass of fractured, No. 4, 2 faced particles tested: 115.2 g
Mass of questionable, No. 4, 2 faced particles tested: 3.2 g
Mass of unfractured, No. 4, 2 faced particles tested: 0 g
Mass of fractured, No. 4, 1 faced particles tested: 115.2 g
Mass of questionable, No. 4, 1 faced particles tested: 3.2 g
Mass of unfractured, No. 4, 1 faced particles tested: 0 g
Mass of fractured, No. 8, 1 faced particles tested: 29.7 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: 7 %
Percentage of questionable, ½ inch, 1 faced particles tested: 7 %
Percentage of questionable, ⅜ inch, 2 faced particles tested: 3 %
Percentage of questionable, ⅜ inch, 1 faced particles tested: 3 %
Percentage of questionable, ¼ inch, 2 faced particles tested: 2 %
Percentage of questionable, ¼ inch, 1 faced particles tested: 2 %
Percentage of questionable, No. 4, 2 faced particles tested: 3 %
Percentage of questionable, No. 4, 1 faced particles tested: 3 %
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: 96 %
Percentage of fractured, ½ inch, 1 faced particles tested: 96 %
Percentage of fractured, ⅜ inch, 2 faced particles tested: 99 %
Percentage of fractured, ⅜ inch, 1 faced particles tested: 99 %
Percentage of fractured, ¼ inch, 2 faced particles tested: 99 %
Percentage of fractured, ¼ inch, 1 faced particles tested: 99 %
Percentage of fractured, No. 4, 2 faced particles tested: 99 %
Percentage of fractured, No. 4, 1 faced particles tested: 99 %
Percentage of fractured, No. 8, 1 faced particles tested: 100 %
Weighted average percentage of fractured, coarse, 2 faced particles: 98 %
Weighted average percentage of fractured, coarse, 1 faced particles: 98 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters): Pc2=98%,
Pc1=98%,
Pf1=100.%
Test was verified on 6/29/2023 ✔