Summary for Test 2018-02-20-7-1
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 212852 DEA: 010H7604 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-101-33.0/42.0 |
| Award Date | 10/10/2017 |
| Closeout Date | 08/06/2020 |
| Work Description | Fire Damage Repairs: Roadway Repair, Drainage/Slope Repair, Erosion Control, Fencing, MBGR and Sign Replacement, Hazard Tree and Debris Removal. |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 01/26/2018) |
Sample Information
| Sample Taken Date | 02/20/2018 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 02/21/2018 |
| Sample type | Verification | A brief description of the sample | 0.5in HMA-A 15 RAP PG64-16 |
| The quantity of what the sample constitutes | Yearly Production | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | A | Last name of sampler or witnessed by | E |
| Title of sampler | TET | Telephone number of sampler | Unknown |
| Laboratory sample identification | 61894 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Granite Ukiah | Transportation Laboratory (TL) Number | 978554 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 75841-6002-4 | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-23-0015::HARRIS QUARRY, 91-17-0035 Highway 175 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1060_1/2 HMA64-16R15LAS-SP | The fabricator/manufacturer designation for the sample | 1060_1/2 HMA64-16R15LAS-SP |
| The plant number | Unknown | A detailed description of where the material sample was collected | Cold Feed |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Unknown | Lot number | Not set |
| Sublot number | Not set | Aggregate Mix Number | Not set |
| HMA Pay | No |
Test Details
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DIME Sample ID: 2018-02-20-7
DIME Test ID: 2018-02-20-7-1
Testing Lab: CT D01 - District 1 Materials 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: 2018-03-23
Test Results
Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 Faced
Input Type: Calculated
Tester's full name: Leif Ayres
Date of test: 03/16/2018
Percentage of fractured, coarse, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/16/2018 ✔