Summary for Test 2022-09-07-77-3
Test performed: CTM 205-December 2010Project Information
Project Identifiers | Project ID: 993505 DEA: 022J4404 EFIS: 0221000078 |
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DIST-CO-RTE-PM | 02-LAS-139-38.0/43.0 |
Award Date | 03/07/2022 |
Closeout Date | 05/24/2023 |
Work Description | REPLACE AC SURFACING, ASPHALT RUBBER BINDER, SEAL COAT & HMA OVERLAY. |
Location Description | LASSEN COUNTY ABOUT 37 MILES NORTH OF SUSANVILLE FROM 4.3 MILES NORTH OF SOUTH GRASSHOPPER ROAD TO 0. 2 MILE SOUTH OF TERMO GRASSHOPPER ROAD |
QA Service Level | 1 (Verified on 01/18/2022) |
Sample Information
Sample Taken Date | 09/07/2022 | Sample Unique Key | 77 |
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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 | 09/07/2022 |
Sample type | Department Acceptance | A brief description of the sample | 4 bags of Shoulder Backing |
The quantity of what the sample constitutes | 3000 tons | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Delgado |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | D79154 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Hat Creek Construction and Materials – Shaw Pit (Lookout, CA) | Transportation Laboratory (TL) Number | 841604 |
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) | 91-25-0008::Shaw Pit |
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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
DIME Sample ID: 2022-09-07-77
DIME Test ID: 2022-09-07-77-3
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: 2022-09-27
Test Results
Will you be using 1/4 in. x No. 4 sieve?: Yes
Input Type: Measured
Tester's full name: Khue Yang
Date of test: 09/12/2022
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.: 3001.2 grams
Mass of Crushed Particles Tested 1 ½ in. x 1 in.: 3001.2 grams
Mass of Sample Tested 1 in. x ¾ in.: 1516.5 grams
Mass of Crushed Particles Tested 1 in. x ¾ in.: 1516.5 grams
Mass of Sample Tested 3/4 in. x 1/2 in.: 1009.5 grams
Mass of Crushed Particles Tested 3/4 in. x 1/2 in.: 1009.5 grams
Mass of Sample Tested 1/2 in. x 3/8 in.: 500.9 grams
Mass of Crushed Particles Tested 1/2 in. x 3/8 in.: 500.9 grams
Mass of Sample Tested 3/8 in. x 1/4 in.: 302.2 grams
Mass of Crushed Particles Tested 3/8 in. x 1/4 in.: 300 grams
Mass of Sample Tested 1/4 in. x No.4: 103.5 grams
Mass of Crushed Particles Tested 1/4 in. x No. 4: 102.6 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.: 2903 grams
Mass Retained on Sieve 1 in. x 3/4 in.: 2915 grams
Mass Retained on Sieve 3/4 in. x 1/2 in.: 3003 grams
Mass Retained on Sieve 1/2 in. x 3/8 in.: 1770 grams
Mass Retained on Sieve 3/8 in. x 1/4 in.: 2231 grams
Mass Retained on Sieve 1/4 in. x No.4: 1151 grams
Mass Retained on Sieve No. 4 x No. 8: 0 grams
Total Mass of Aggregate Sieved: 22238.7 grams
Percent Retained 2 in. x 1 1/2 in.: 0 %
Percent Retained 1 1/2 in. x 1 in.: 13 %
Percent Retained 1 in. x 3/4 in.: 13 %
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.: 10 %
Percent Retained 1/4 in. x No. 4: 5 %
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.: 100 %
Percent Crushed 1 in. x 3/4 in.: 100 %
Percent Crushed 3/4 in. x 1/2 in.: 100 %
Percent Crushed 1/2 in. x 3/8 in.: 100 %
Percent Crushed 3/8 in. x 1/4 in.: 99.27 %
Percent Crushed 1/4 in. x No. 4: 99.13 %
Percent Crushed No. 4 x No. 8: 0 %
Percent Coarse Crushed: 100 %
Percent Fine Crushed: 0 %
General comments (publicly viewable) (Max 1000 characters): Percentage of particles with at least one crushed face.
Percentage of fine crushed particles was not determined.
Test was verified on 9/27/2022 ✔