Summary for Test 2024-09-27-73-7
Test performed: CTM 205-December 2010Project Information
| Project Identifiers | Project ID: 995484 DEA: 024J8504 EFIS: 0223000080 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-395-130.0/133.0 |
| Award Date | 06/27/2024 |
| Closeout Date | 01/24/2025 |
| Work Description | PLACE HOT MIX ASPHALT (TYPE A) AND REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | LASSEN COUNTY NEAR MADELINE FROM 0.8 MILE NORTH TO 3.8 MILES NORTH OF ASH VALLEY ROAD |
| QA Service Level | 1 (Verified on 11/27/2023) |
Sample Information
| Sample Taken Date | 09/27/2024 | Sample Unique Key | 73 |
|---|---|---|---|
| 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 | 10/03/2024 |
| Sample type | Acceptance | A brief description of the sample | Shoulder backing |
| The quantity of what the sample constitutes | 3 Bags | 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 | D79736 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Fitch Rd | Transportation Laboratory (TL) Number | 854558 |
| 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) | 91-25-0029 |
|---|---|---|---|
| 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: 2024-09-27-73
DIME Test ID: 2024-09-27-73-7
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: 2024-10-22
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: 10/10/2024
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.: 1491.3 grams
Mass of Crushed Particles Tested 1 in. x ¾ in.: 1491.3 grams
Mass of Sample Tested 3/4 in. x 1/2 in.: 1000.4 grams
Mass of Crushed Particles Tested 3/4 in. x 1/2 in.: 981 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.: 491.5 grams
Mass of Sample Tested 3/8 in. x 1/4 in.: 300.3 grams
Mass of Crushed Particles Tested 3/8 in. x 1/4 in.: 300.3 grams
Mass of Sample Tested 1/4 in. x No.4: 100 grams
Mass of Crushed Particles Tested 1/4 in. x No. 4: 100 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.: 1407 grams
Mass Retained on Sieve 3/4 in. x 1/2 in.: 2472 grams
Mass Retained on Sieve 1/2 in. x 3/8 in.: 1274 grams
Mass Retained on Sieve 3/8 in. x 1/4 in.: 1595 grams
Mass Retained on Sieve 1/4 in. x No.4: 928 grams
Mass Retained on Sieve No. 4 x No. 8: 0 grams
Total Mass of Aggregate Sieved: 14917 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.: 17 %
Percent Retained 1/2 in. x 3/8 in.: 9 %
Percent Retained 3/8 in. x 1/4 in.: 11 %
Percent Retained 1/4 in. x No. 4: 6 %
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.: 0 %
Percent Crushed 1 in. x 3/4 in.: 100 %
Percent Crushed 3/4 in. x 1/2 in.: 98.06 %
Percent Crushed 1/2 in. x 3/8 in.: 98.44 %
Percent Crushed 3/8 in. x 1/4 in.: 100 %
Percent Crushed 1/4 in. x No. 4: 100 %
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 10/22/2024 ✔