Summary for Test 2023-07-10-71-2
Test performed: CTM 205-December 2010Project Information
| Project Identifiers | Project ID: 993339 DEA: 024H9304 EFIS: 0219000027 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-44.3/44.9 |
| Award Date | 07/13/2022 |
| Closeout Date | 04/11/2024 |
| Work Description | INGOT CURVE IMPROVEMENT - CURVE IMROVEMENT |
| Location Description | IN SHASTA COUNTY NEAR INGOT FROM 2.7 MILES EAST OF SEAMANS GULCH ROAD TO 1.2 MILES WEST OF DU BOIS ROAD. |
| QA Service Level | 1 (Verified on 11/22/2021) |
Sample Information
| Sample Taken Date | 07/10/2023 | Sample Unique Key | 71 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/10/2023 | Sample type | Department Acceptance |
| A brief description of the sample | 3 bags of Shoulder Backing | The quantity of what the sample constitutes | Entire Project |
| 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 | D79289 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Bear Gulch Quarry | |
| Transportation Laboratory (TL) Number | 858122 | 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) | 91-45-0023 |
|---|---|---|---|
| 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 | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-07-10-71
DIME Test ID: 2023-07-10-71-2
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: 2023-11-06
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: 07/19/2023
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.: 1503.8 grams
Mass of Crushed Particles Tested 1 in. x ¾ in.: 1482.1 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.: 983 grams
Mass of Sample Tested 1/2 in. x 3/8 in.: 493.4 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 grams
Mass of Crushed Particles Tested 3/8 in. x 1/4 in.: 299.1 grams
Mass of Sample Tested 1/4 in. x No.4: 100.5 grams
Mass of Crushed Particles Tested 1/4 in. x No. 4: 100.2 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.: 297 grams
Mass Retained on Sieve 3/4 in. x 1/2 in.: 709 grams
Mass Retained on Sieve 1/2 in. x 3/8 in.: 391 grams
Mass Retained on Sieve 3/8 in. x 1/4 in.: 537 grams
Mass Retained on Sieve 1/4 in. x No.4: 330 grams
Mass Retained on Sieve No. 4 x No. 8: 0 grams
Total Mass of Aggregate Sieved: 5062.6 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.: 6 %
Percent Retained 3/4 in. x 1/2 in.: 14 %
Percent Retained 1/2 in. x 3/8 in.: 8 %
Percent Retained 3/8 in. x 1/4 in.: 11 %
Percent Retained 1/4 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.: 0 %
Percent Crushed 1 in. x 3/4 in.: 98.56 %
Percent Crushed 3/4 in. x 1/2 in.: 98.26 %
Percent Crushed 1/2 in. x 3/8 in.: 99.61 %
Percent Crushed 3/8 in. x 1/4 in.: 99.7 %
Percent Crushed 1/4 in. x No. 4: 99.7 %
Percent Crushed No. 4 x No. 8: 0 %
Percent Coarse Crushed: 99 %
Percent Fine Crushed: 0 %
General comments (publicly viewable) (Max 1000 characters): PC(C1)=99%,
PC(C2)=99%
Test was verified on 11/6/2023 ✔