Summary for Test 2019-03-26-12-2
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 212816 DEA: 020H6304 EFIS: 0215000063 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-139-6.2/7.3 |
| Award Date | 06/29/2018 |
| Closeout Date | 12/04/2019 |
| Work Description | ROADWAY EXCAVATION, AGGREGATE BASE, HOT MIX ASPHALT, GUARDRAIL |
| Location Description | LASSEN COUNTY ABOUT 6 MILES NORTH OF SUSANVILLE FROM 1.0 MILE SOUTH TO 0.1 MILE SOUTH OF ANTELOPE RADIO STREET |
| QA Service Level | 1 (Verified on 01/17/2018) |
Sample Information
| Sample Taken Date | 03/26/2019 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 03/26/2019 |
| Sample type | Verification | A brief description of the sample | 1/2-inch OGFC Untreated Aggregate |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
| First name of sampler or witnessed by | Zack | Last name of sampler or witnessed by | Mason |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D77808F | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Orland Plant | Transportation Laboratory (TL) Number | 002275 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 0 | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-11-0007::ORLAND PLANT |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | OR-22251000 |
| The plant number | Unknown | A detailed description of where the material sample was collected | Lab-Batched from Sized Untreated Aggregate Stockpiles |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | JMF 19-02-S1 | Lot number | 0 |
| Sublot number | 0 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-03-26-12
DIME Test ID: 2019-03-26-12-2
Testing Lab: CT D02 - Redding Northern Regional 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: 2019-04-23
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: Colt Sweeny
Date of test: 04/09/2019
Mass of fractured, coarse, 2 faced particles tested: 717.3 g
Mass of questionable, coarse, 2 faced particles tested: 13.7 g
Mass of unfractured, coarse, 2 faced particles tested: 43.9 g
Mass of fractured, coarse, 1 faced particles tested: 735.1 g
Mass of questionable, coarse, 1 faced particles tested: 9.1 g
Mass of unfractured, coarse, 1 faced particles tested: 30.7 g
Mass of fractured, fine, 1 faced particles tested: 110.9 g
Mass of questionable, fine, 1 faced particles tested: 0 g
Mass of unfractured, fine, 1 faced particles tested: 0.6 g
Percentage of questionable, coarse, 2 faced particles tested: 2 %
Percentage of questionable, coarse, 1 faced particles tested: 1 %
Percentage of questionable, fine, 1 faced particles tested: 0 %
Percentage of fractured, coarse, 2 faced particles tested: 93 %
Percentage of fractured, coarse, 1 faced particles tested: 95 %
Percentage of fractured, fine, 1 faced particles tested: 99 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/23/2019 ✔