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 | Bid Item | 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
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 ✔