Summary for Test 2023-06-21-84-4
Test performed: CTM 229-June 2011Project Information
| Project Identifiers | Project ID: 212496 DEA: 024E4504 EFIS: 0200020286 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS,MOD-139,299-VAR |
| Award Date | 07/28/2020 |
| Closeout Date | 08/14/2023 |
| Work Description | PLACE HMA, REPLACE DRAINAGE, CULVERT, ELECTRICAL AND LIGHTING SYSTEMS. |
| Location Description | LASSEN AND MODOC COUNTIES ON ROUTE 139 AT 0.1 MILE NORTH OF LASSEN COUNTY LINE AND ON ROUTE 299 AT VARIOUS LOCATONS FROM 0.4 MILE WEST OF BOYD HILL LOOKOUT ROAD TO 0.6 MILE EAST OF COUNTY ROAD 87 |
| QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
| Sample Taken Date | 06/21/2023 | Sample Unique Key | 84 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/22/2023 | Sample type | Department Acceptance |
| A brief description of the sample | 3 bags of Shoulder Backing | The quantity of what the sample constitutes | 3000 tons to whole project |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Cindy |
| Last name of sampler or witnessed by | Bryant | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D79281 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Shaw Pit (Lookout, CA) | |
| Transportation Laboratory (TL) Number | 867322 | 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) | 91-25-0008::Shaw Pit |
|---|---|---|---|
| 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 | Stockpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-06-21-84
DIME Test ID: 2023-06-21-84-4
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 229-June 2011: Method of Test for Durability Index
Test Release Date: 2023-10-06
Test Results
What test(s) are being run?: Coarse durability and fine durability
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 09/25/2023
Sediment reading for coarse durability index: 22.0
Clay reading: 13.1
Sand reading: 3.6
Coarse durability index: 59
Fine durability index: 28
General comments (publicly viewable) (Max 1000 characters): Dc=59,
Df=28,
DI=28
Test was verified on 10/6/2023 ✔