Summary for Test 2025-07-16-97-3
Test performed: CTM 205-December 2010Project Information
| Project Identifiers | Project ID: 1000958 DEA: 021K0704 EFIS: 0224000048 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-139-11.0/16.0 |
| Award Date | 04/09/2025 |
| Closeout Date | Not set |
| Work Description | PERFORM PARTIAL DEPTH RECYCLING AND PLACE HOT MIX ASPHALT (TYPE A). |
| Location Description | LASSEN COUNTY ABOUT 9 MILES NORTH OF SUSANVILLE FROM 1.2 MILES SOUTH OF HAGATA ROAD TO 0.9 MILE SOUTH OF MEADOW CHANNEL BRIDGE |
| QA Service Level | 1 (Verified on 03/21/2025) |
Sample Information
| Sample Taken Date | 07/16/2025 | Sample Unique Key | 97 |
|---|---|---|---|
| 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 | 07/28/2025 |
| Sample type | Acceptance | A brief description of the sample | Shoulder backing |
| The quantity of what the sample constitutes | 3 Bags | 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 | D79977 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Shaw Pit - Lookout, CA | Transportation Laboratory (TL) Number | 875603 |
| 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) | Undefined |
|---|---|---|---|
| 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 | Sample Pad (Stockpile) | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-07-16-97
DIME Test ID: 2025-07-16-97-3
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: 2025-08-11
Test Results
Will you be using 1/4 in. x No. 4 sieve?: Yes
Input Type: Measured
Tester's full name: Dacota Mei
Date of test: 08/04/2025
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.: 1515.8 grams
Mass of Crushed Particles Tested 1 ½ in. x 1 in.: 1515.8 grams
Mass of Sample Tested 1 in. x ¾ in.: 1011 grams
Mass of Crushed Particles Tested 1 in. x ¾ in.: 1011 grams
Mass of Sample Tested 3/4 in. x 1/2 in.: 708.1 grams
Mass of Crushed Particles Tested 3/4 in. x 1/2 in.: 708.1 grams
Mass of Sample Tested 1/2 in. x 3/8 in.: 404 grams
Mass of Crushed Particles Tested 1/2 in. x 3/8 in.: 402.2 grams
Mass of Sample Tested 3/8 in. x 1/4 in.: 100.4 grams
Mass of Crushed Particles Tested 3/8 in. x 1/4 in.: 99.2 grams
Mass of Sample Tested 1/4 in. x No.4: 101.8 grams
Mass of Crushed Particles Tested 1/4 in. x No. 4: 101.8 grams
Mass of Sample Tested No. 4 x No. 8: 25.5 grams
Mass of Crushed Particles Tested No.4 x No. 8: 25.5 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.: 1188 grams
Mass Retained on Sieve 1 in. x 3/4 in.: 2200 grams
Mass Retained on Sieve 3/4 in. x 1/2 in.: 3557 grams
Mass Retained on Sieve 1/2 in. x 3/8 in.: 4335 grams
Mass Retained on Sieve 3/8 in. x 1/4 in.: 5296 grams
Mass Retained on Sieve 1/4 in. x No.4: 6210 grams
Mass Retained on Sieve No. 4 x No. 8: 133.2 grams
Total Mass of Aggregate Sieved: 15009 grams
Percent Retained 2 in. x 1 1/2 in.: 0 %
Percent Retained 1 1/2 in. x 1 in.: 8 %
Percent Retained 1 in. x 3/4 in.: 15 %
Percent Retained 3/4 in. x 1/2 in.: 24 %
Percent Retained 1/2 in. x 3/8 in.: 29 %
Percent Retained 3/8 in. x 1/4 in.: 35 %
Percent Retained 1/4 in. x No. 4: 41 %
Percent Retained No. 4 x No. 8: 1 %
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.: 99.55 %
Percent Crushed 3/8 in. x 1/4 in.: 98.8 %
Percent Crushed 1/4 in. x No. 4: 100 %
Percent Crushed No. 4 x No. 8: 100 %
Percent Coarse Crushed: 100 %
Percent Fine Crushed: 100 %
General comments (publicly viewable) (Max 1000 characters): 1F=100%
Test was verified on 8/11/2025 ✔