Summary for Test 2020-08-13-22-1
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 214572 DEA: 034E62U4 EFIS: 0319000068 |
|---|---|
| DIST-CO-RTE-PM | 03-ED-50-18.5/24.2 |
| Award Date | 05/04/2020 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT UC, MED BARRIER, DRAINAGE SYSTEMS & HMA OVERLAY. |
| Location Description | EL DORADO COUNTY IN AND NEAR PLACERVILLE FROM MOSQUITO ROAD UNDERCROSSING TO SCHNELL SCHOOL ROAD UNDERCROSSING AND FROM 0.2 MILE WEST OF STILL MEADOW ROAD TO 0.2 MILE EAST OF CARSON ROAD |
| QA Service Level | 1 (Verified on 03/18/2020) |
Sample Information
| Sample Taken Date | 08/13/2020 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 08/14/2020 |
| Sample type | Verification | A brief description of the sample | 3/4 inch HMA - A |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Mike | Last name of sampler or witnessed by | O'Halloran (WITNESS) |
| Title of sampler | Teichert Personnel | Telephone number of sampler | |
| Laboratory sample identification | JMF20-035 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Teichert Aggregates - Grantline Plant | Transportation Laboratory (TL) Number | c765906 |
| 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) | 91-34-0047 |
|---|---|---|---|
| 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: 2020-08-13-22
DIME Test ID: 2020-08-13-22-1
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: 2020-12-30
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: 08/20/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 91 %
Weighted average percentage of fractured, coarse, 1 faced particles: 97 %
Percentage of fractured, fine, 1 faced particles tested: 98 %
General comments (publicly viewable) (Max 1000 characters): JMF20-035. Test date estimated.
Test was verified on 12/30/2020 ✔