Summary for Test 2020-07-23-33-7
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 214805 DEA: 044Q1604 EFIS: 0419000353 |
|---|---|
| DIST-CO-RTE-PM | 04-CC-4-R32.7/R34.0 |
| Award Date | 05/04/2020 |
| Closeout Date | 09/25/2020 |
| Work Description | COLD PLANE AC PAVEMENT AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT. |
| Location Description | CONTRA COSTA COUNTY IN ANTIOCH AND BRENTWOOD FROM 0.2 MILE WEST OF LONE TREE WAY UNDERCROSSING TO SAND CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/19/2020) |
Sample Information
| Sample Taken Date | 07/23/2020 | Sample Unique Key | 33 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | Not set |
| Sample type | Verification | A brief description of the sample | 3/4" RWMA-G Aggregate |
| The quantity of what the sample constitutes | 2 bags of aggregate | From where was the sample collected | Source |
| First name of sampler or witnessed by | CTInspectorIArechiga | Last name of sampler or witnessed by | CTInspectorIArechiga |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Teichert Vernails | 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) | 91-39-0041::VERNALIS WEST & EAST PROPERTIES |
|---|---|---|---|
| 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 | Automatic Sampling Device @ Plant | |
| 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 | Not set |
Test Details
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DIME Sample ID: 2020-07-23-33
DIME Test ID: 2020-07-23-33-7
Testing Lab: CT D04 - Hayward DME / District 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: 2020-08-05
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: Reza Deneli
Date of test: 07/29/2020
Percentage of fractured, coarse, 2 faced particles tested: 98 %
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 8/5/2020 ✔