Summary for Test 2021-04-27-28-2
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 214511 DEA: 010E0004 EFIS: 0113000091 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-101-84.4/84.8 |
| Award Date | 01/29/2020 |
| Closeout Date | 11/22/2023 |
| Work Description | BRIDGE RAIL REPLACEMENT. |
| Location Description | HUMBOLDT COUNTY NEAR ARCATA FROM JACOBY CREEK BRIDGE TO GANNON SLOUGH BRIDGE |
| QA Service Level | 1 (Verified on 11/13/2019) |
Sample Information
| Sample Taken Date | 04/27/2021 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 05/25/2021 |
| Sample type | Dispute Resolution | A brief description of the sample | 1/2" HMA NO RAP |
| The quantity of what the sample constitutes | _ | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | _ | Last name of sampler or witnessed by | _ |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 21-JMF-0102 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Mercer Fraser - Fortuna | Transportation Laboratory (TL) Number | |
| 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) | 91-12-0002 |
|---|---|---|---|
| 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 | Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-04-27-28
DIME Test ID: 2021-04-27-28-2
Testing Lab: CT HQ - Sacramento Aggregate Testing 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: 2021-06-07
Test Results
Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Measured
Tester's full name: Jay Horton
Date of test: 06/04/2021
Mass of fractured, coarse, 2 faced particles tested: 688.1 g
Mass of questionable, coarse, 2 faced particles tested: 5.1 g
Mass of unfractured, coarse, 2 faced particles tested: 1 g
Mass of fractured, coarse, 1 faced particles tested: 694.1 g
Mass of questionable, coarse, 1 faced particles tested: 5.1 g
Mass of unfractured, coarse, 1 faced particles tested: 1 g
Mass of fractured, fine, 1 faced particles tested: 26.6 g
Mass of questionable, fine, 1 faced particles tested: 0.4 g
Mass of unfractured, fine, 1 faced particles tested: 0.2 g
Percentage of questionable, coarse, 2 faced particles tested: 1 %
Percentage of questionable, coarse, 1 faced particles tested: 1 %
Percentage of questionable, fine, 1 faced particles tested: 1 %
Percentage of fractured, coarse, 2 faced particles tested: 99 %
Percentage of fractured, coarse, 1 faced particles tested: 99 %
Percentage of fractured, fine, 1 faced particles tested: 99 %
General comments (publicly viewable) (Max 1000 characters): - Crushed particles, coarse aggregate one fractured face.
- Crushed particles, coarse aggregate two fractured faces.
- Crushed particles, fine aggregate (Passing No. 4 sieve and retained on No. 8 sieve) one fractured face.
Test was verified on 6/7/2021 ✔