Summary for Test 2024-08-28-92-6
Test performed: CTM 205-December 2010Project Information
| Project Identifiers | Project ID: 995031 DEA: 023H82U4 EFIS: 0223000011 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-44-0.0/37.2 |
| Award Date | 10/24/2023 |
| Closeout Date | 07/03/2025 |
| Work Description | REPLACE AC SURFACING, PLACE RHMA, HMA, THERMOPLASTIC TRAFFIC STRIPE. |
| Location Description | LASSEN COUNTY ABOUT 9 MILES EAST OF OLD STATION FROM SHASTA COUNTY LINE TO ROUTE 36 |
| QA Service Level | 1 (Verified on 08/10/2023) |
Sample Information
| Sample Taken Date | 08/28/2024 | Sample Unique Key | 92 |
|---|---|---|---|
| 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 | 09/03/2024 |
| Sample type | Acceptance | A brief description of the sample | 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 | Zach | Last name of sampler or witnessed by | Thomas |
| Title of sampler | QC | Telephone number of sampler | |
| Laboratory sample identification | D79701 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Pit - Litchfield, CA | Transportation Laboratory (TL) Number | 858131 |
| 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) | 91-18-0008 |
|---|---|---|---|
| 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 | Plant | |
| 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: 2024-08-28-92
DIME Test ID: 2024-08-28-92-6
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: 2024-09-24
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: 09/19/2024
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.: 0 grams
Mass of Crushed Particles Tested 1 ½ in. x 1 in.: 0 grams
Mass of Sample Tested 1 in. x ¾ in.: 1504.5 grams
Mass of Crushed Particles Tested 1 in. x ¾ in.: 1437 grams
Mass of Sample Tested 3/4 in. x 1/2 in.: 999.2 grams
Mass of Crushed Particles Tested 3/4 in. x 1/2 in.: 976 grams
Mass of Sample Tested 1/2 in. x 3/8 in.: 499.6 grams
Mass of Crushed Particles Tested 1/2 in. x 3/8 in.: 477.2 grams
Mass of Sample Tested 3/8 in. x 1/4 in.: 300.2 grams
Mass of Crushed Particles Tested 3/8 in. x 1/4 in.: 287.8 grams
Mass of Sample Tested 1/4 in. x No.4: 100 grams
Mass of Crushed Particles Tested 1/4 in. x No. 4: 99.7 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.: 0 grams
Mass Retained on Sieve 1 in. x 3/4 in.: 473 grams
Mass Retained on Sieve 3/4 in. x 1/2 in.: 649 grams
Mass Retained on Sieve 1/2 in. x 3/8 in.: 314 grams
Mass Retained on Sieve 3/8 in. x 1/4 in.: 414 grams
Mass Retained on Sieve 1/4 in. x No.4: 227 grams
Mass Retained on Sieve No. 4 x No. 8: 73.3 grams
Total Mass of Aggregate Sieved: 5016.2 grams
Percent Retained 2 in. x 1 1/2 in.: 0 %
Percent Retained 1 1/2 in. x 1 in.: 0 %
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.: 6 %
Percent Retained 3/8 in. x 1/4 in.: 8 %
Percent Retained 1/4 in. x No. 4: 5 %
Percent Retained No. 4 x No. 8: 1 %
Percent Crushed 2 in. x 1 1/2 in.: 0 %
Percent Crushed 1 1/2 in. x 1 in.: 0 %
Percent Crushed 1 in. x 3/4 in.: 95.51 %
Percent Crushed 3/4 in. x 1/2 in.: 97.68 %
Percent Crushed 1/2 in. x 3/8 in.: 95.52 %
Percent Crushed 3/8 in. x 1/4 in.: 95.87 %
Percent Crushed 1/4 in. x No. 4: 99.7 %
Percent Crushed No. 4 x No. 8: 0 %
Percent Coarse Crushed: 97 %
Percent Fine Crushed: 0 %
General comments (publicly viewable) (Max 1000 characters): 2F=97%
Test was verified on 9/24/2024 ✔