Summary for Test 2024-06-10-99-6
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 | Not set |
| 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 |
|---|---|---|---|
| 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 | 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 |
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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-06-10-99
DIME Test ID: 2024-06-10-99-6
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: Colt Sweeny
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): 2F=99%
Test was verified on 6/27/2024 ✔