Summary for Test 2024-06-10-99-7
Test performed: CTM 205-December 2010Project Information
| Project Identifiers | Project ID: 995054 DEA: 024H0204 EFIS: 0218000069 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-20.0/39.7 |
| Award Date | 10/23/2023 |
| Closeout Date | 07/03/2025 |
| Work Description | PLACE RHMA AND HMA, CORRECT SEGMENTS, AND REPLACE AC SURFACING. |
| Location Description | TEHAMA COUNTY NEAR RED BLUFF FROM 0.8 MILE EAST OF SALT CREEK BRIDGE TO BAKER ROAD |
| QA Service Level | 1 (Verified on 08/14/2023) |
Sample Information
| Sample Taken Date | 06/10/2024 | Sample Unique Key | 99 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/10/2024 | Sample type | Acceptance |
| A brief description of the sample | 2 bags of Shoulder Backing | The quantity of what the sample constitutes | 2 Bags |
| From where was the sample collected | Source | 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 | D79575 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis – Crystal Creek Aggregates (Redding, CA) | |
| Transportation Laboratory (TL) Number | 876862 | 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) | 91-45-0021 |
|---|---|---|---|
| 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 | 1-1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-06-10-99
DIME Test ID: 2024-06-10-99-7
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: 2024-06-27
Test Results
Will you be using 1/4 in. x No. 4 sieve?: No
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 06/17/2024
Mass of Sample Tested 2 in. × 1 ½ in.: 0 grams
Mass of Crushed Particles Tested 2 in. x 1 ½ in.: 0 grams
Mass of Sample Tested 1 ½ in. x 1 in.: 2990 grams
Mass of Crushed Particles Tested 1 ½ in. x 1 in.: 2990 grams
Mass of Sample Tested 1 in. x ¾ in.: 1499 grams
Mass of Crushed Particles Tested 1 in. x ¾ in.: 1469 grams
Mass of Sample Tested 3/4 in. x 1/2 in.: 995 grams
Mass of Crushed Particles Tested 3/4 in. x 1/2 in.: 984 grams
Mass of Sample Tested 1/2 in. x 3/8 in.: 496 grams
Mass of Crushed Particles Tested 1/2 in. x 3/8 in.: 486 grams
Mass of Sample Tested 3/8 in. x No.4: 300 grams
Mass of Crushed Particles Tested 3/8 in. x No. 4: 295 grams
Mass of Sample Tested No. 4 x No. 8: 0 grams
Mass of Crushed Particles Tested No.4 x No. 8: 0 grams
Mass Retained on Sieve 2 in. x 1 1/2 in.: 0 grams
Mass Retained on Sieve 1 1/2 in. x 1 in.: 2042 grams
Mass Retained on Sieve 1 in. x 3/4 in.: 2178 grams
Mass Retained on Sieve 3/4 in. x 1/2 in.: 2599 grams
Mass Retained on Sieve 1/2 in. x 3/8 in.: 1173 grams
Mass Retained on Sieve 3/8 in. x No.4: 1792 grams
Mass Retained on Sieve No. 4 x No. 8: 0 grams
Total Mass of Aggregate Sieved: 15063 grams
Percent Retained 2 in. x 1 1/2 in.: 0 %
Percent Retained 1 1/2 in. x 1 in.: 14 %
Percent Retained 1 in. x 3/4 in.: 14 %
Percent Retained 3/4 in. x 1/2 in.: 17 %
Percent Retained 1/2 in. x 3/8 in.: 8 %
Percent Retained 3/8 in. x No. 4: 12 %
Percent Retained No. 4 x No. 8: 0 %
Percent Crushed 2 in. x 1 1/2 in.: 0 %
Percent Crushed 1 1/2 in. x 1 in.: 100 %
Percent Crushed 1 in. x 3/4 in.: 98 %
Percent Crushed 3/4 in. x 1/2 in.: 98.89 %
Percent Crushed 1/2 in. x 3/8 in.: 97.98 %
Percent Crushed 3/8 in. x No. 4: 98.33 %
Percent Crushed No. 4 x No. 8: 0 %
Percent Coarse Crushed: 99 %
Percent Fine Crushed: 0 %
General comments (publicly viewable) (Max 1000 characters): 1F=99%
Test was verified on 6/27/2024 ✔