Summary for Test 2019-04-22-6-7
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 213888 DEA: 024H2704 EFIS: 0218000101 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-44-34.0/43.2 |
| Award Date | 03/21/2019 |
| Closeout Date | 12/04/2019 |
| Work Description | PLACE HMA (TYPE A) OVERLAY. |
| Location Description | SHASTA COUNTY AT AND NEAR VIOLA FROM 0.2 MILE EAST OF MILL CREEK ROAD TO 0.8 MILE EAST OF DEER FLAT ROAD |
| QA Service Level | 1 (Verified on 04/03/2019) |
Sample Information
| Sample Taken Date | 04/22/2019 | 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 | 04/22/2019 |
| Sample type | Verification | A brief description of the sample | Combined Untreated Virgin 1/2-inch Type A Aggregate |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Anthony | Last name of sampler or witnessed by | Ortiz |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D77841F | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Shasta Ranch Aggregates | Transportation Laboratory (TL) Number | 736648 |
| 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) | 91-45-0057::SHASTA RANCH AGGREGATES |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | L190860 |
| The plant number | Unknown | A detailed description of where the material sample was collected | Lab-Batched from Sized Untreated Aggregate Stockpiles |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | JMF 19-11-S1 | Lot number | 0 |
| Sublot number | 0 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-04-22-6
DIME Test ID: 2019-04-22-6-7
Testing Lab: CT D02 - Redding Northern Regional 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: 2019-06-27
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 06/26/2019
Clay Level (Test 1): 5.5
Sand Level (Test 1): 3.9
Clay Level (Test 2): 5
Sand Level (Test 2): 3.7
Clay Level (Test 3): 5.6
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 71
Sand Equivalent (Test 2): 74
Sand Equivalent (Test 3): 68
Sand Equivalent: 71
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/27/2019 ✔