Summary for Test 2023-04-12-10-3
Test performed: CTM 205-December 2010Project Information
| Project Identifiers | Project ID: 994401 DEA: 09379304 EFIS: 0919000007 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-127-21.0/34.5,41.8/49.4 |
| Award Date | 01/23/2023 |
| Closeout Date | 12/27/2023 |
| Work Description | PARTIAL DEPTH RECYCLE AND HOT MIX ASPHALT (TYPE A). |
| Location Description | INYO COUNTY NEAR SHOSHONE FROM 4.6 MILES NORTH OF ROUTE 178 WEST TO 7.6 MILES SOUTH OF ROUTE 190 AND FROM 0.3 MILE SOUTH OF ROUTE 190 TO NEVADA STATE LINE |
| QA Service Level | 1 (Verified on 08/02/2023) |
Sample Information
| Sample Taken Date | 04/12/2023 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 04/12/2023 |
| Sample type | Verification | A brief description of the sample | Shoulder Backing |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Brian | Last name of sampler or witnessed by | Young |
| Title of sampler | Telephone number of sampler | 7609208859 | |
| Laboratory sample identification | 2922 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Wulfenstein Construction | Transportation Laboratory (TL) Number | |
| 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) | 99-99-999 |
|---|---|---|---|
| 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 @ Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-04-12-10
DIME Test ID: 2023-04-12-10-3
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: CTM 205-December 2010: Method of Test for Determining Percentage of Crushed Particles
Test Release Date: 2023-04-14
Test Results
Will you be using 1/4 in. x No. 4 sieve?: No
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 04/14/2023
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.: 0 grams
Mass of Crushed Particles Tested 1 ½ in. x 1 in.: 0 grams
Mass of Sample Tested 1 in. x ¾ in.: 1502.4 grams
Mass of Crushed Particles Tested 1 in. x ¾ in.: 994.8 grams
Mass of Sample Tested 3/4 in. x 1/2 in.: 1004.9 grams
Mass of Crushed Particles Tested 3/4 in. x 1/2 in.: 764 grams
Mass of Sample Tested 1/2 in. x 3/8 in.: 504 grams
Mass of Crushed Particles Tested 1/2 in. x 3/8 in.: 394.7 grams
Mass of Sample Tested 3/8 in. x No.4: 102.1 grams
Mass of Crushed Particles Tested 3/8 in. x No. 4: 76.3 grams
Mass of Sample Tested No. 4 x No. 8: 100.3 grams
Mass of Crushed Particles Tested No.4 x No. 8: 84.3 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.: 341.4 grams
Mass Retained on Sieve 3/4 in. x 1/2 in.: 1066.4 grams
Mass Retained on Sieve 1/2 in. x 3/8 in.: 502.6 grams
Mass Retained on Sieve 3/8 in. x No.4: 977.2 grams
Mass Retained on Sieve No. 4 x No. 8: 0 grams
Total Mass of Aggregate Sieved: 0 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.: 0 %
Percent Retained 3/4 in. x 1/2 in.: 0 %
Percent Retained 1/2 in. x 3/8 in.: 0 %
Percent Retained 3/8 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.: 0 %
Percent Crushed 1 in. x 3/4 in.: 66.21 %
Percent Crushed 3/4 in. x 1/2 in.: 76.03 %
Percent Crushed 1/2 in. x 3/8 in.: 78.31 %
Percent Crushed 3/8 in. x No. 4: 74.73 %
Percent Crushed No. 4 x No. 8: 84.05 %
Percent Coarse Crushed: 0 %
Percent Fine Crushed: 84 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/14/2023 ✔