Summary for Test 2018-08-16-7-7
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 213297 DEA: 010H3704 EFIS: 0117000165 |
|---|---|
| DIST-CO-RTE-PM | 01-LAK-20-33.6/37.1,45.2/46.5 |
| Award Date | 06/07/2018 |
| Closeout Date | 12/04/2018 |
| Work Description | RUBBERIZED HOT MIX ASPHALT - GAP GRADED AND MIDWEST GUARDRAIL SYSTEM |
| Location Description | LAKE COUNTY NEAR CLEARLAKE OAKS FROM 0.6 MILE EAST OF NEW LONG VALLEY ROAD TO NORTH FORK CACHE CREEK BRIDGE AND FROM 1.4 MILES EAST OF ABBOT MINE ROAD TO COLUSA COUNTY LINE |
| QA Service Level | 1 (Verified on 04/27/2018) |
Sample Information
| Sample Taken Date | 08/16/2018 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/18/2018 | Sample type | Verification |
| A brief description of the sample | JMF 1/2 Cold feed | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | jack |
| Last name of sampler or witnessed by | martin | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | Unknown |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Granite HWY 175 |
| Transportation Laboratory (TL) Number | Unknown | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-17-0035::KEITHLY RANCH / HIGHWAY 175 QUARRY |
|---|---|---|---|
| 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 | 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: 2018-08-16-7
DIME Test ID: 2018-08-16-7-7
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: 2018-08-29
Test Results
Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Leif Ayres
Date of test: 08/29/2018
Percentage of fractured, coarse, 2 faced particles tested: 100 %
Percentage of fractured, coarse, 1 faced particles tested: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/29/2018 ✔