Summary for Test 2017-05-17-15-3
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 212886 DEA: 023H1204 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-5-R0.0/R22.4 |
| Award Date | 01/03/2018 |
| Closeout Date | 02/06/2019 |
| Work Description | COLD PLANE RAC-O, PLACE RHMA-O, REPLACE AC SURFACING, MBGR |
| Location Description | TEHAMA COUNTY AT AND NEAR CORNING FROM GLENN COUNTY LINE TO 0.3 MILE NORTH OF BRANCH COYOTE CREEK BRIDGE |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 05/17/2017 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 05/05/2017 |
| Sample type | Verification | A brief description of the sample | Laboratory-Combined Untreated Virgin 3/4-inch Type A Aggregate |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Joseph | Last name of sampler or witnessed by | Sturges |
| Title of sampler | PEI Tech | Telephone number of sampler | Unknown |
| Laboratory sample identification | D76918F | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Tullis, Inc - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 851339 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0057::SHASTA RANCH AGGREGATES |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Combined Virgin Aggregate | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Stockpile at the Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | 17-04-S1 | 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: 2017-05-17-15
DIME Test ID: 2017-05-17-15-3
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: 2018-07-13
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: NRML-R
Date of test: 05/05/2017
Percentage of fractured, coarse, 2 faced particles tested: 97 %
Percentage of fractured, coarse, 1 faced particles tested: 99 %
Percentage of fractured, fine, 1 faced particles tested: 99 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/13/2018 ✔