Summary for Test 2023-06-02-67-3
Test performed: CTM 205-December 2010Project Information
| Project Identifiers | Project ID: 994345 DEA: 023J7804 EFIS: 0222000083 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-36-15.8/16.9,20.5/24.5 |
| Award Date | 12/22/2022 |
| Closeout Date | 08/22/2023 |
| Work Description | PLACE HOT MIX ASPHALT (TYPE A) AND REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | TRINITY COUNTY NEAR FOREST GLEN FROM 1.1 MILES WEST OF SOUTH FORK TRINITY RIVER BRIDGE TO SOUTH FORK TRINITY RIVER BRIDGE NO. 05-0026 AND FROM UPPER RATTLESNAKE CREEK BRIDGE NO. 05-0073 TO 0.3 MILE WEST OF TRINITY PINES ROAD |
| QA Service Level | 1 (Verified on 03/28/2023) |
Sample Information
| Sample Taken Date | 06/02/2023 | Sample Unique Key | 67 |
|---|---|---|---|
| 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 | 06/05/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 4 bags of 1½-inch Maximum Shoulder Backing |
| The quantity of what the sample constitutes | Up to 3000 tons | 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 | D79258 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Blue Point Quarry | Transportation Laboratory (TL) Number | 857933 |
| 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) | Blue Point Quarry |
|---|---|---|---|
| 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 at plant | |
| 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: 2023-06-02-67
DIME Test ID: 2023-06-02-67-3
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: 2023-07-25
Test Results
Will you be using 1/4 in. x No. 4 sieve?: Yes
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 06/20/2023
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.: 1500.5 grams
Mass of Crushed Particles Tested 1 in. x ¾ in.: 1461.4 grams
Mass of Sample Tested 3/4 in. x 1/2 in.: 1001.2 grams
Mass of Crushed Particles Tested 3/4 in. x 1/2 in.: 980.7 grams
Mass of Sample Tested 1/2 in. x 3/8 in.: 500.3 grams
Mass of Crushed Particles Tested 1/2 in. x 3/8 in.: 474.4 grams
Mass of Sample Tested 3/8 in. x 1/4 in.: 307.5 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: 105 grams
Mass of Crushed Particles Tested 1/4 in. x No. 4: 101.4 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.: 2840 grams
Mass Retained on Sieve 3/4 in. x 1/2 in.: 2899 grams
Mass Retained on Sieve 1/2 in. x 3/8 in.: 1260 grams
Mass Retained on Sieve 3/8 in. x 1/4 in.: 1574 grams
Mass Retained on Sieve 1/4 in. x No.4: 822 grams
Mass Retained on Sieve No. 4 x No. 8: 0 grams
Total Mass of Aggregate Sieved: 15743 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.: 18 %
Percent Retained 3/4 in. x 1/2 in.: 18 %
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.: 0 %
Percent Crushed 1 in. x 3/4 in.: 97.39 %
Percent Crushed 3/4 in. x 1/2 in.: 97.95 %
Percent Crushed 1/2 in. x 3/8 in.: 94.82 %
Percent Crushed 3/8 in. x 1/4 in.: 97.27 %
Percent Crushed 1/4 in. x No. 4: 96.57 %
Percent Crushed No. 4 x No. 8: 0 %
Percent Coarse Crushed: 97 %
Percent Fine Crushed: 0 %
General comments (publicly viewable) (Max 1000 characters): PC2=97%
Test was verified on 7/25/2023 ✔