Summary for Test 2021-05-28-22-8
Test performed: CTM 205-December 2010Project Information
| Project Identifiers | Project ID: 215252 DEA: 021J4704 EFIS: 0220000082 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-46.7/49.8,63.8/67.704 |
| Award Date | 12/18/2020 |
| Closeout Date | 09/30/2021 |
| Work Description | HMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING. |
| Location Description | TRINITY COUNTY NEAR TRINITY CENTER FROM 0.7 MILE NORTH OF CEDAR STOCK ROAD TO DIENER MINE VIADUCT AND FROM 2.3 MILES NORTH OF EL DORADO WAY TO COFFEE CREEK BRIDGE NO. 05-0060 |
| QA Service Level | 1 (Verified on 10/30/2020) |
Sample Information
| Sample Taken Date | 05/28/2021 | Sample Unique Key | 22 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/28/2021 | Sample type | Department Acceptance |
| A brief description of the sample | Shoulder Backing | The quantity of what the sample constitutes | 3 Bags |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | John |
| Last name of sampler or witnessed by | Carmichael | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | D78814 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Eagle Rock Inc, Junction City | |
| Transportation Laboratory (TL) Number | 779361 | 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) | 91-23-0001 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Stock Pile at Eagle Rock Inc |
| Where the material sample would have been placed if not sampled | 02 TRI 3 PM 46 to 50 | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | Not Applicable | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-05-28-22
DIME Test ID: 2021-05-28-22-8
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 205-December 2010: Method of Test for Determining Percentage of Crushed Particles
Test Release Date: 2021-08-10
Test Results
Will you be using 1/4 in. x No. 4 sieve?: No
Input Type: Calculated
Tester's full name: Terry McCormick
Date of test: 06/02/2021
Percent Coarse Crushed: 94 %
Percent Fine Crushed: 0 %
General comments (publicly viewable) (Max 1000 characters): 94% of coarse aggregate is crushed with at least two faces.
Percentage of crushed fine aggregate was not determined.
Test was verified on 8/10/2021 ✔