Summary for Test 2021-12-20-6-6
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 211848 DEA: 112T2174 EFIS: 1116000131 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-R37.4 - R46.5 |
| Award Date | 12/22/2016 |
| Closeout Date | Not set |
| Work Description | (Alternative Delivery) CMGC, San Elijo Highway Bridge Replacement. Replace the San Elijo lagoon highway bridge, construct HOV lanes, construct bike and pedestrian trails and bridge, build multi-use facility at Manchester Ave. |
| Location Description | IN SAN DIEGO COUNTY IN SOLANA BEACH AND ENCINITAS FROM 0.1 MILE NORTH OF LOMAS SANTA FE DRIVE OVERCROSSING TO 0.2 MILE SOUTH OF BIRMINGHAM DRIVE OVERCROSSING |
| QA Service Level | 1 (Verified on 01/31/2017) |
Sample Information
| Sample Taken Date | 12/20/2021 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 12/20/2021 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA PSU |
| The quantity of what the sample constitutes | 3 bags, 12 boxes, 3 cans | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | David | Last name of sampler or witnessed by | Walker |
| Title of sampler | NOT PROVIDED | Telephone number of sampler | 8582480978 |
| Laboratory sample identification | 1307-PSU | Linked DIME Sample ID | 2021-12-20-5 |
| The fabricator/manufacturer/facility name | CCA Lakeside | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Hanson Vigilante Rd. |
|---|---|---|---|
| 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 | HMA Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | 23417163 | Lot number | |
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-12-20-6
DIME Test ID: 2021-12-20-6-6
Testing Lab: CT D11 - District 11 Materials 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: 2021-12-24
Test Results
Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 2 Faced and Fine 1 Faced
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 12/23/2021
Mass of fractured, coarse, 2 faced particles tested: 1000 g
Mass of questionable, coarse, 2 faced particles tested: 10 g
Mass of unfractured, coarse, 2 faced particles tested: 35 g
Mass of fractured, fine, 1 faced particles tested: 200 g
Mass of questionable, fine, 1 faced particles tested: 0 g
Mass of unfractured, fine, 1 faced particles tested: 10 g
Percentage of questionable, coarse, 2 faced particles tested: 1 %
Percentage of questionable, fine, 1 faced particles tested: 0 %
Percentage of fractured, coarse, 2 faced particles tested: 96 %
Percentage of fractured, fine, 1 faced particles tested: 95 %
General comments (publicly viewable) (Max 1000 characters): Pass
Test was verified on 12/24/2021 ✔