Summary for Test 2019-07-01-12-2
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 213744 DEA: 080P3904 EFIS: 0800001025 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-18-101.5/115.9 |
| Award Date | 02/01/2019 |
| Closeout Date | 08/16/2023 |
| Work Description | WIDEN EXISTING SHOULDER TO 8' AND CONSTRUCT SHOULDER RUMBLE STRIPS |
| Location Description | SAN BERNARDINO COUNTY FROM 0.5 MILE WEST OF ROUTE 395 TO 263 RD STREET. |
| QA Service Level | 1 (Verified on 05/30/2019) |
Sample Information
| Sample Taken Date | 07/01/2019 | 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 | 07/08/2019 |
| Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP R12 |
| The quantity of what the sample constitutes | JMF 6 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Vulcan San Bernardino Portable | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0408A-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | VMC Calmat San Bernardino | 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) | 91-36-0137::CAJON CREEK |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R12 | The fabricator/manufacturer designation for the sample | 224108 SBP SJR |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at 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 | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-07-01-12
DIME Test ID: 2019-07-01-12-2
Testing Lab: CT D08 - Fontana Southern 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: 2019-08-22
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: Danilo Ferrer
Date of test: 07/19/2019
Weighted average percentage of fractured, coarse, 2 faced particles: 98 %
Weighted average percentage of fractured, coarse, 1 faced particles: 98 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/22/2019 ✔