Summary for Test 2024-05-08-75-2
Test performed: CTM 205-December 2010Project Information
| Project Identifiers | Project ID: 994785 DEA: 023H32U4 EFIS: 0221000164 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-I5-2.5/R15.9 |
| Award Date | 04/28/2023 |
| Closeout Date | Not set |
| Work Description | Roadway rehabilitation and bridge improvements along I5 in Mount Shasta |
| Location Description | SIS I5 2.5/R15.9 |
| QA Service Level | 1 (Verified on 05/03/2023) |
Sample Information
| Sample Taken Date | 05/08/2024 | Sample Unique Key | 75 |
|---|---|---|---|
| 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 | 05/09/2024 |
| 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 | Manufacturer |
| First name of sampler or witnessed by | Daniel | Last name of sampler or witnessed by | hansen |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79520 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis Inc | Transportation Laboratory (TL) Number | 851263 |
| 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) | Tullis |
|---|---|---|---|
| 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: 2024-05-08-75
DIME Test ID: 2024-05-08-75-2
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: 2024-06-04
Test Results
Will you be using 1/4 in. x No. 4 sieve?: Yes
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 06/03/2024
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.: 3004 grams
Mass of Crushed Particles Tested 1 ½ in. x 1 in.: 2825.9 grams
Mass of Sample Tested 1 in. x ¾ in.: 1499.1 grams
Mass of Crushed Particles Tested 1 in. x ¾ in.: 1348.7 grams
Mass of Sample Tested 3/4 in. x 1/2 in.: 999.1 grams
Mass of Crushed Particles Tested 3/4 in. x 1/2 in.: 914.6 grams
Mass of Sample Tested 1/2 in. x 3/8 in.: 497 grams
Mass of Crushed Particles Tested 1/2 in. x 3/8 in.: 469.2 grams
Mass of Sample Tested 3/8 in. x 1/4 in.: 298.7 grams
Mass of Crushed Particles Tested 3/8 in. x 1/4 in.: 289.8 grams
Mass of Sample Tested 1/4 in. x No.4: 98.9 grams
Mass of Crushed Particles Tested 1/4 in. x No. 4: 98.9 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.: 1534 grams
Mass Retained on Sieve 1 in. x 3/4 in.: 2856 grams
Mass Retained on Sieve 3/4 in. x 1/2 in.: 4403 grams
Mass Retained on Sieve 1/2 in. x 3/8 in.: 5063 grams
Mass Retained on Sieve 3/8 in. x 1/4 in.: 5948 grams
Mass Retained on Sieve 1/4 in. x No.4: 6381 grams
Mass Retained on Sieve No. 4 x No. 8: 0 grams
Total Mass of Aggregate Sieved: 10793 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.: 26 %
Percent Retained 3/4 in. x 1/2 in.: 41 %
Percent Retained 1/2 in. x 3/8 in.: 47 %
Percent Retained 3/8 in. x 1/4 in.: 55 %
Percent Retained 1/4 in. x No. 4: 59 %
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.: 94.07 %
Percent Crushed 1 in. x 3/4 in.: 89.97 %
Percent Crushed 3/4 in. x 1/2 in.: 91.54 %
Percent Crushed 1/2 in. x 3/8 in.: 94.41 %
Percent Crushed 3/8 in. x 1/4 in.: 97.02 %
Percent Crushed 1/4 in. x No. 4: 100 %
Percent Crushed No. 4 x No. 8: 0 %
Percent Coarse Crushed: 95 %
Percent Fine Crushed: 0 %
General comments (publicly viewable) (Max 1000 characters): 1F=95%
Test was verified on 6/4/2024 ✔