Summary for Test 2022-07-19-70-6
Test performed: CTM 205-December 2010Project Information
| Project Identifiers | Project ID: 993344 DEA: 022J3804 EFIS: 0221000072 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3-R48.0/51.0 |
| Award Date | 12/20/2021 |
| Closeout Date | 07/27/2023 |
| Work Description | HMA OVERLAY AND REPLACE AC SURFACING. |
| Location Description | SISKIYOU COUNTY IN AND NEAR YREKA FROM 0.1 MILE SOUTH OF JUNIPER DRIVE TO 0.3 MILE NORTH OF CALAMITY LANE |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 07/19/2022 | Sample Unique Key | 70 |
|---|---|---|---|
| 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 | 07/20/2022 |
| Sample type | Acceptance | A brief description of the sample | 2 bags of Shoulder Backing |
| The quantity of what the sample constitutes | Shoulder Backing (approx. 940 tons) | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | M. | Last name of sampler or witnessed by | Birkland |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79102 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Custom Crushing | Transportation Laboratory (TL) Number | 853093 |
| 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) | Custom Crushing |
|---|---|---|---|
| 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 | Not set |
Test Details
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DIME Sample ID: 2022-07-19-70
DIME Test ID: 2022-07-19-70-6
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: 2022-08-02
Test Results
Will you be using 1/4 in. x No. 4 sieve?: No
Input Type: Measured
Tester's full name: Khue Yang
Date of test: 07/28/2022
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.: 3042.3 grams
Mass of Crushed Particles Tested 1 ½ in. x 1 in.: 2952.2 grams
Mass of Sample Tested 1 in. x ¾ in.: 1491.2 grams
Mass of Crushed Particles Tested 1 in. x ¾ in.: 1146.2 grams
Mass of Sample Tested 3/4 in. x 1/2 in.: 908.6 grams
Mass of Crushed Particles Tested 3/4 in. x 1/2 in.: 855.2 grams
Mass of Sample Tested 1/2 in. x 3/8 in.: 452.5 grams
Mass of Crushed Particles Tested 1/2 in. x 3/8 in.: 385.9 grams
Mass of Sample Tested 3/8 in. x No.4: 271.1 grams
Mass of Crushed Particles Tested 3/8 in. x No. 4: 241.5 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.: 1764 grams
Mass Retained on Sieve 1 in. x 3/4 in.: 1122 grams
Mass Retained on Sieve 3/4 in. x 1/2 in.: 1557 grams
Mass Retained on Sieve 1/2 in. x 3/8 in.: 837 grams
Mass Retained on Sieve 3/8 in. x No.4: 992 grams
Mass Retained on Sieve No. 4 x No. 8: 0 grams
Total Mass of Aggregate Sieved: 14527 grams
Percent Retained 2 in. x 1 1/2 in.: 0 %
Percent Retained 1 1/2 in. x 1 in.: 12 %
Percent Retained 1 in. x 3/4 in.: 8 %
Percent Retained 3/4 in. x 1/2 in.: 11 %
Percent Retained 1/2 in. x 3/8 in.: 6 %
Percent Retained 3/8 in. x No. 4: 7 %
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.: 97.04 %
Percent Crushed 1 in. x 3/4 in.: 76.86 %
Percent Crushed 3/4 in. x 1/2 in.: 94.12 %
Percent Crushed 1/2 in. x 3/8 in.: 85.28 %
Percent Crushed 3/8 in. x No. 4: 89.08 %
Percent Crushed No. 4 x No. 8: 0 %
Percent Coarse Crushed: 90 %
Percent Fine Crushed: 0 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/2/2022 ✔