Summary for Test 2019-11-06-12-1
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 213835 DEA: 051F7404 EFIS: 0514000049 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-101-R28.0/R30.6 |
| Award Date | 04/03/2019 |
| Closeout Date | 08/23/2021 |
| Work Description | PLACE CONTINUOUSLY REINFORCED CONCRETE PAVEMENT ON EXISTING ROADWAY. |
| Location Description | MONTEREY COUNTY NEAR SAN LUCAS FROM 0.1 MILE SOUTH OF PARIS VALLEY ROAD OVERCROSSING TO RANCHO UNDERCROSSING |
| QA Service Level | 1 (Verified on 02/18/2019) |
Sample Information
| Sample Taken Date | 11/06/2019 | 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 | 11/27/2019 |
| Sample type | Dispute Resolution | A brief description of the sample | 3/4 HMA combined agg (coarse and fine) |
| The quantity of what the sample constitutes | 1 bag (combined coarse and fine) | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jerry | Last name of sampler or witnessed by | na |
| Title of sampler | SPM QC | Telephone number of sampler | |
| Laboratory sample identification | 19-HMA-0167 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Production Paving-continous plant | Transportation Laboratory (TL) Number | C833261 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA or name of Pit) | not provided |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Papich Contruction | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | L3 - SL2 |
| 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 | 3 |
| Sublot number | 2 | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-11-06-12
DIME Test ID: 2019-11-06-12-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Test Release Date: 2019-12-02
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 12/02/2019
Clay Level (Test 1): 7.4
Sand Level (Test 1): 4.1
Clay Level (Test 2): 7.5
Sand Level (Test 2): 4.1
Clay Level (Test 3): 7.4
Sand Level (Test 3): 4.1
Sand Equivalent (Test 1): 56
Sand Equivalent (Test 2): 55
Sand Equivalent (Test 3): 56
Sand Equivalent: 56
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/2/2019 ✔