Summary for Test 2023-10-31-65-5
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 | 10/31/2023 | Sample Unique Key | 65 |
|---|---|---|---|
| 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 | 11/02/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Shoulder Backing |
| The quantity of what the sample constitutes | from 2000 cy / 3000 tons to Entire Project | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Danny | Last name of sampler or witnessed by | Hansen |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79374 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis | Transportation Laboratory (TL) Number | 851261 |
| 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) | 00-00-0000 |
|---|---|---|---|
| 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 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-10-31-65
DIME Test ID: 2023-10-31-65-5
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: 2023-11-17
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: 11/07/2023
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.: 2980.1 grams
Mass of Crushed Particles Tested 1 ½ in. x 1 in.: 2689.7 grams
Mass of Sample Tested 1 in. x ¾ in.: 1503.6 grams
Mass of Crushed Particles Tested 1 in. x ¾ in.: 1327.9 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.: 893.1 grams
Mass of Sample Tested 1/2 in. x 3/8 in.: 499.3 grams
Mass of Crushed Particles Tested 1/2 in. x 3/8 in.: 479.2 grams
Mass of Sample Tested 3/8 in. x 1/4 in.: 297.3 grams
Mass of Crushed Particles Tested 3/8 in. x 1/4 in.: 287.6 grams
Mass of Sample Tested 1/4 in. x No.4: 0 grams
Mass of Crushed Particles Tested 1/4 in. x No. 4: 0 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.: 1026 grams
Mass Retained on Sieve 1 in. x 3/4 in.: 1255 grams
Mass Retained on Sieve 3/4 in. x 1/2 in.: 1250 grams
Mass Retained on Sieve 1/2 in. x 3/8 in.: 645 grams
Mass Retained on Sieve 3/8 in. x 1/4 in.: 743 grams
Mass Retained on Sieve 1/4 in. x No.4: 0 grams
Mass Retained on Sieve No. 4 x No. 8: 0 grams
Total Mass of Aggregate Sieved: 10799.6 grams
Percent Retained 2 in. x 1 1/2 in.: 0 %
Percent Retained 1 1/2 in. x 1 in.: 10 %
Percent Retained 1 in. x 3/4 in.: 12 %
Percent Retained 3/4 in. x 1/2 in.: 12 %
Percent Retained 1/2 in. x 3/8 in.: 6 %
Percent Retained 3/8 in. x 1/4 in.: 7 %
Percent Retained 1/4 in. x No. 4: 0 %
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.: 90.26 %
Percent Crushed 1 in. x 3/4 in.: 88.31 %
Percent Crushed 3/4 in. x 1/2 in.: 89.76 %
Percent Crushed 1/2 in. x 3/8 in.: 95.97 %
Percent Crushed 3/8 in. x 1/4 in.: 96.74 %
Percent Crushed 1/4 in. x No. 4: 0 %
Percent Crushed No. 4 x No. 8: 0 %
Percent Coarse Crushed: 91 %
Percent Fine Crushed: 0 %
General comments (publicly viewable) (Max 1000 characters): PC(C2)=91%
Test was verified on 11/17/2023 ✔