Summary for Test 2019-04-15-19-3
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 213050 DEA: 051J5204 EFIS: 0517000195 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-58-6.9/30.0 |
| Award Date | 03/19/2018 |
| Closeout Date | 12/30/2019 |
| Work Description | COLD PLANE EXISTING ROADWAY AND RESURFACE WITH RHMA-G. |
| Location Description | SAN LUIS OBISPO COUNTY ABOUT 6 MILES EAST OF SANTA MARGARITA FROM ROUTE 229 TO NAVAJO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 09/06/2019) |
Sample Information
| Sample Taken Date | 04/15/2019 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 04/15/2019 |
| Sample type | Dispute Resolution | A brief description of the sample | 3/4 inch RHMA-G |
| The quantity of what the sample constitutes | 1 | From where was the sample collected | Source |
| First name of sampler or witnessed by | B | Last name of sampler or witnessed by | Barber |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Papich Construction | 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) | 91-10-0006::AVENAL AGGREGATES |
|---|---|---|---|
| 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 | Unknown |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-04-15-19
DIME Test ID: 2019-04-15-19-3
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2019-12-17
Test Results
Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 2 Faced
Input Type: Calculated
Tester's full name: Gurpartap Grewal
Date of test: 04/15/2019
Weighted average percentage of fractured, coarse, 2 faced particles: 98 %
General comments (publicly viewable) (Max 1000 characters): Translab internal lab no.:019-004
CT Lab no. 18-A-518
Lot1 Sublot3
Test was verified on 12/17/2019 ✔