Summary for Test 2020-06-01-14-1
Test performed: CTM 206-October 2011Project Information
| Project Identifiers | Project ID: 212866 DEA: 021H9704 EFIS: 0216000051 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-12.6/13.1 |
| Award Date | 11/25/2019 |
| Closeout Date | 10/06/2020 |
| Work Description | CURVE REALIGNMENT AND HMA PAVING. |
| Location Description | TEHAMA COUNTY ABOUT 16 MILES EAST OF PLATINA FROM 2.3 MILES EAST TO 2.8 MILES EAST OF DRY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 06/01/2020 | Sample Unique Key | 14 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/02/2020 | Sample type | Informational |
| A brief description of the sample | Rock Slop Protection | The quantity of what the sample constitutes | 1300cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Joel |
| Last name of sampler or witnessed by | Gasik | Title of sampler | RE |
| Telephone number of sampler | Laboratory sample identification | D78450 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Not Provided | |
| Transportation Laboratory (TL) Number | 002557 | 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) | Not available |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | STA AS 36.00 | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1-1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-06-01-14
DIME Test ID: 2020-06-01-14-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 206-October 2011: Method of Test for Specific Gravity and Absorption of Coarse Aggregate
Test Release Date: 2020-08-10
Test Results
How will the aggregate be used?: rock slope protection
Input Type: Measured
Tester's full name: Terry McCormic
Date of test: 06/04/2020
Mass of Sample + Container (in water): 2908.5 grams
Mass of Container (in water): 0.1 grams
Mass of Saturated Surface Dry Sample: 4676.3 grams
Mass of Oven Dry Sample: 4571.8 grams
Mass of Sample (in water): 2908.4 grams
Mass of Water Absorbed: 104.5 grams
% Water Absorbed: 2.3 %
Apparent Specific Gravity: 2.75
General comments (publicly viewable) (Max 1000 characters): Container used for weighing in water is a basket, the weight is zeroed or tarred on the scale before weighing. The program will not let me enter zero for the mass of the container in water, so I used 0.1 gm from the sample weight + container.
Test was verified on 8/10/2020 ✔