Summary for Test 2023-09-18-66-3
Test performed: CTM 205-December 2010Project Information
| Project Identifiers | Project ID: 215157 DEA: 021H5704 EFIS: 0216000036 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-67.8/77.8 |
| Award Date | 02/09/2023 |
| Closeout Date | Not set |
| Work Description | BURNEY CAPM - PAVEMENT REHABILITATION |
| Location Description | BUNCH GRASS LOOKOUT RD TO NAPA LN |
| QA Service Level | 1 (Verified on 09/03/2020) |
Sample Information
| Sample Taken Date | 09/18/2023 | Sample Unique Key | 66 |
|---|---|---|---|
| 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 | 09/19/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Shoulder Backing |
| The quantity of what the sample constitutes | from 2000 cy to Entire Project | 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 | D79352 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Pacway - Cassel | Transportation Laboratory (TL) Number | 857916 |
| 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) | Pacway |
|---|---|---|---|
| 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: 2023-09-18-66
DIME Test ID: 2023-09-18-66-3
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: 2023-10-02
Test Results
Will you be using 1/4 in. x No. 4 sieve?: Yes
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 09/22/2023
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.: 3005.4 grams
Mass of Crushed Particles Tested 1 ½ in. x 1 in.: 3005.4 grams
Mass of Sample Tested 1 in. x ¾ in.: 1518.1 grams
Mass of Crushed Particles Tested 1 in. x ¾ in.: 1518.1 grams
Mass of Sample Tested 3/4 in. x 1/2 in.: 1004 grams
Mass of Crushed Particles Tested 3/4 in. x 1/2 in.: 997.6 grams
Mass of Sample Tested 1/2 in. x 3/8 in.: 506.6 grams
Mass of Crushed Particles Tested 1/2 in. x 3/8 in.: 495.5 grams
Mass of Sample Tested 3/8 in. x 1/4 in.: 308.3 grams
Mass of Crushed Particles Tested 3/8 in. x 1/4 in.: 299.8 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.: 1460 grams
Mass Retained on Sieve 1 in. x 3/4 in.: 1238 grams
Mass Retained on Sieve 3/4 in. x 1/2 in.: 1794 grams
Mass Retained on Sieve 1/2 in. x 3/8 in.: 902 grams
Mass Retained on Sieve 3/8 in. x 1/4 in.: 1119 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: 13753 grams
Percent Retained 2 in. x 1 1/2 in.: 0 %
Percent Retained 1 1/2 in. x 1 in.: 11 %
Percent Retained 1 in. x 3/4 in.: 9 %
Percent Retained 3/4 in. x 1/2 in.: 13 %
Percent Retained 1/2 in. x 3/8 in.: 7 %
Percent Retained 3/8 in. x 1/4 in.: 8 %
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.: 100 %
Percent Crushed 1 in. x 3/4 in.: 100 %
Percent Crushed 3/4 in. x 1/2 in.: 99.36 %
Percent Crushed 1/2 in. x 3/8 in.: 97.81 %
Percent Crushed 3/8 in. x 1/4 in.: 97.24 %
Percent Crushed 1/4 in. x No. 4: 0 %
Percent Crushed No. 4 x No. 8: 0 %
Percent Coarse Crushed: 99 %
Percent Fine Crushed: 0 %
General comments (publicly viewable) (Max 1000 characters): Percentage of 2-faced fractured particles,
PC(C2)=99%
Test was verified on 10/2/2023 ✔