Summary for Test 2022-08-11-38-6
Test performed: CTM 205-December 2010Project Information
| Project Identifiers | Project ID: 993439 DEA: 022J4204 EFIS: 0221000076 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-R26.3/29.8 |
| Award Date | 02/07/2022 |
| Closeout Date | 10/06/2022 |
| Work Description | HMA OVERLAY AND REPLACE AC SURFACING. |
| Location Description | TRINITY COUNTY NEAR DOUGLAS CITY FROM BROWNS CREEK BRIDGE TO READING CREEK BRIDGE |
| QA Service Level | 1 (Verified on 12/13/2021) |
Sample Information
| Sample Taken Date | 08/11/2022 | Sample Unique Key | 38 |
|---|---|---|---|
| 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 | 08/11/2022 |
| Sample type | Acceptance | A brief description of the sample | 3 Bags of Shoulder Backing |
| The quantity of what the sample constitutes | Shoulder Backing on Project | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Josh | Last name of sampler or witnessed by | Bratcher |
| Title of sampler | JET | Telephone number of sampler | |
| Laboratory sample identification | D79123 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Crystal Creek Aggregate | Transportation Laboratory (TL) Number | 853856 |
| 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) | 91-45-0021::Crystal Creek Aggregate |
|---|---|---|---|
| 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 | 1-1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-08-11-38
DIME Test ID: 2022-08-11-38-6
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: 2022-08-22
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: 08/15/2022
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.: 2725.5 grams
Mass of Crushed Particles Tested 1 ½ in. x 1 in.: 2661 grams
Mass of Sample Tested 1 in. x ¾ in.: 1351.4 grams
Mass of Crushed Particles Tested 1 in. x ¾ in.: 1351.4 grams
Mass of Sample Tested 3/4 in. x 1/2 in.: 906.4 grams
Mass of Crushed Particles Tested 3/4 in. x 1/2 in.: 893 grams
Mass of Sample Tested 1/2 in. x 3/8 in.: 454.3 grams
Mass of Crushed Particles Tested 1/2 in. x 3/8 in.: 443 grams
Mass of Sample Tested 3/8 in. x No.4: 271.2 grams
Mass of Crushed Particles Tested 3/8 in. x No. 4: 253.9 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.: 3791 grams
Mass Retained on Sieve 1 in. x 3/4 in.: 8194 grams
Mass Retained on Sieve 3/4 in. x 1/2 in.: 13034 grams
Mass Retained on Sieve 1/2 in. x 3/8 in.: 15028 grams
Mass Retained on Sieve 3/8 in. x No.4: 17261 grams
Mass Retained on Sieve No. 4 x No. 8: 17291 grams
Total Mass of Aggregate Sieved: 17291 grams
Percent Retained 2 in. x 1 1/2 in.: 0 %
Percent Retained 1 1/2 in. x 1 in.: 22 %
Percent Retained 1 in. x 3/4 in.: 47 %
Percent Retained 3/4 in. x 1/2 in.: 75 %
Percent Retained 1/2 in. x 3/8 in.: 87 %
Percent Retained 3/8 in. x No. 4: 100 %
Percent Retained No. 4 x No. 8: 100 %
Percent Crushed 2 in. x 1 1/2 in.: 0 %
Percent Crushed 1 1/2 in. x 1 in.: 97.63 %
Percent Crushed 1 in. x 3/4 in.: 100 %
Percent Crushed 3/4 in. x 1/2 in.: 98.52 %
Percent Crushed 1/2 in. x 3/8 in.: 97.51 %
Percent Crushed 3/8 in. x No. 4: 93.62 %
Percent Crushed No. 4 x No. 8: 0 %
Percent Coarse Crushed: 97 %
Percent Fine Crushed: 0 %
General comments (publicly viewable) (Max 1000 characters): Percentage of crushed particles with at least two crushed faces was determined.
Test was verified on 8/22/2022 ✔