Summary for Test 2019-04-15-8-2
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 213651 DEA: 08388524 EFIS: 0812000124 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-330-32.3/32.6,33.4/33.8 |
| Award Date | 11/28/2018 |
| Closeout Date | 10/23/2020 |
| Work Description | REPLACE BRIDGE RAILS AND APPROACH RAILS. |
| Location Description | SAN BERNARDINO COUNTY FROM 0.2 MILE SOUTH TO 0.1 MILE NORTH OF CITY CREEK BRIDGE AND FROM 0.3 MILE SOUTH TO 0.1 MILE NORTH OF EAST CITY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 02/04/2019) |
Sample Information
| Sample Taken Date | 04/15/2019 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 04/18/2019 |
| Sample type | Verification | A brief description of the sample | 1/2 HMA-A-SP |
| 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 | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0240A-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan - Corona, Pacific Clay Products | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-33-0027::CORONA QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 HMA-A-SP | The fabricator/manufacturer designation for the sample | 324108 CORD SJR |
| The plant number | Unknown | A detailed description of where the material sample was collected | Manufacturer |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 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: 2019-04-15-8
DIME Test ID: 2019-04-15-8-2
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: 2019-05-07
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: Satish Jain
Date of test: 04/29/2019
Weighted average percentage of fractured, coarse, 2 faced particles: 100 %
Weighted average percentage of fractured, coarse, 1 faced particles: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/30/2019 ✔