Summary for Test 2021-03-30-30-1
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 215296 DEA: 031F1504 EFIS: 0300001101 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-50-R7.7/R9.5 |
| Award Date | 02/05/2021 |
| Closeout Date | 10/04/2022 |
| Work Description | PLACE HMA, RHMA, AGGREGATE BASE AND FIBER OPTIC SYSTEM. |
| Location Description | SACRAMENTO COUNTY IN AND NEAR RANCHO CORDOVA FROM BRADSHAW ROAD OVERCROSSING TO MATHER FIELD OVERCROSSING |
| QA Service Level | 1 (Verified on 11/30/2020) |
Sample Information
| Sample Taken Date | 03/30/2021 | Sample Unique Key | 30 |
|---|---|---|---|
| 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 | 03/30/2021 |
| Sample type | Verification | A brief description of the sample | 3/4" (Nominal size) Untreated Virgin Aggregates |
| The quantity of what the sample constitutes | 10 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Teichert Personnel (SAMPLER) | Last name of sampler or witnessed by | Sam Mosallem (WITNESS) |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | JMF21-019 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Teichert Perkins Batch Plant | Transportation Laboratory (TL) Number | C790491 |
| 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) | 91-34-0045::ASPEN IV SOUTH |
|---|---|---|---|
| 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 | Batch Plant Hot Bins | |
| 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: 2021-03-30-30
DIME Test ID: 2021-03-30-30-1
Testing Lab: CT D03 - Olivehurst 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: 2021-06-16
Test Results
Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 05/12/2021
Weighted average percentage of fractured, coarse, 2 faced particles: 93 %
Weighted average percentage of fractured, coarse, 1 faced particles: 98 %
Percentage of fractured, fine, 1 faced particles tested: 98 %
General comments (publicly viewable) (Max 1000 characters): JMF21-019.
Test was verified on 6/16/2021 ✔