Test 2013-10-15-2336-9 (ASTM C136-06) Summary
Project Information
| Project Identifiers | Project ID: 8127 DEA: 080N5904 EFIS: 0800000533 | ||
|---|---|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-R85.2 | ||
| Work Description | CONSTRUCT PC/PS BULB-TEE GIRDER BRIDGE | ||
| Location Description | SAN BERNARDINO COUNTY NEAR ESSEX AT VAN WINKLE WASH BRIDGE | ||
Sample Information
| Sample Taken Date | 10/15/2013 | Sample Unique Key | 2336 |
|---|---|---|---|
| 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 | 10/16/2013 |
| Sample type | Quality Control | A brief description of the sample | 3/8 at 150 Yards |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Source |
| First name of sampler or witnessed by | Mike | Last name of sampler or witnessed by | Geriminsky |
| Title of sampler | Field Technician | Laboratory sample identification | Not set |
| The fabricator/manufacturer/facility name | Hi-Grade Oro Grande | 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 or name of Pit) | WCS aggregate at 150 Yards |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Not set | The fabricator/manufacturer designation for the sample | Not set |
| The plant number | Not set | A detailed description of where the material sample was collected | Hi-Grade Oro Grande |
| Where the material sample would have been placed if not sampled | Not set | Primary Aggregate Nominal Size | |
| The concrete mix design number | Lot number | Not set | |
| Sublot number | Not set | HMA Design ID |
Test Details
DIME Sample ID: 2013-10-15-2336
DIME Test ID: 2013-10-15-2336-9
Testing Lab: SCST, LLC.
Test Method: ASTM C136-06: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2013-10-21
Test Results
What type of gradation is being tested?: Fine Aggregate
Input Type: Calculated
Tester's full name: Anthony Stewart
Date of test: 10/18/2013
Cumulative percent passing the 3/8 in. sieve:100 %
Cumulative percent passing the #4 sieve:100 %
Cumulative percent passing the #8 sieve:87 %
Cumulative percent passing the #16 sieve:64 %
Cumulative percent passing the #30 sieve:42 %
Cumulative percent passing the #50 sieve:21 %
Cumulative percent passing the #100 sieve:6 %
Cumulative percent passing the #200 sieve:2.2 %
General comments (publicly viewable) (Max 250 characters):
Test was verified on 10/21/2013 ✔