Summary for Test 2024-08-06-116-5
Test performed: CTM 211-May 2010Project Information
| Project Identifiers | Project ID: 1000090 DEA: 024J9204 EFIS: 0223000087 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-61.0/64.0,70.0/72.2 |
| Award Date | 04/16/2024 |
| Closeout Date | 11/27/2024 |
| Work Description | ASPHALT RUBBER CHIP SEAL WITH REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | TRINITY COUNTY NEAR DOUGLAS CITY FROM STEEL BRIDGE ROAD TO 1.5 MILES WEST OF GRASS VALLEY CREEK BRIDGE NO 05-0013 AND FROM 2.6 MILES EAST OF TRINITY DAM BOULEVARD TO THE SHASTA COUNTY LINE |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 08/06/2024 | Sample Unique Key | 116 |
|---|---|---|---|
| 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 | 08/06/2024 |
| Sample type | Acceptance | A brief description of the sample | 2 bags of Uncoated 3/8″ Aggregate for Use in ARB Chip Seal |
| The quantity of what the sample constitutes | 2 Bags | 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 | D79479 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | Transportation Laboratory (TL) Number | 853423 |
| 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) | 91-45-0061 |
|---|---|---|---|
| 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 | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-08-06-116
DIME Test ID: 2024-08-06-116-5
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 211-May 2010: Abrasion of Coarse Aggregate by Use of the Los Angeles Abrasion Testing Machine
Test Release Date: 2024-09-05
Test Results
How many revolutions are required?: Both Tests
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 09/05/2024
Grading: C
Mass of sample: 5010 grams
Mass retained No. 4 sieve (100 Rev Test): 0 grams
Mass retained No. 12 sieve (100 Rev Test): 4841 grams
Mass retained No. 4 sieve (500 Rev Test): 0 grams
Mass retained No. 12 sieve (500 Rev Test): 4042 grams
Percent wear (100 Rev Test): 3 %
Percent wear (500 Rev Test): 19 %
General comments (publicly viewable) (Max 1000 characters): 100 R=3%, 500 R=19%
Test was verified on 9/5/2024 ✔