Summary for Test 2023-04-13-50-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215310 DEA: 020J4504 EFIS: 0219000125 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-97-49.4/51.3 |
| Award Date | 06/30/2022 |
| Closeout Date | 06/18/2025 |
| Work Description | DORRIS TMS |
| Location Description | SISKIYOU COUNTY AT AND NEAR DORRIS AT VARIOUS LOCATIONS FROM 0.3 MILE SOUTH OF RICHARDSON ROAD TO 0.1 MILE NORTH OF DORRIS BROWNWELL ROAD |
| QA Service Level | 1 (Verified on 11/09/2020) |
Sample Information
| Sample Taken Date | 04/13/2023 | Sample Unique Key | 50 |
|---|---|---|---|
| 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 | 04/14/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 4 bags of 3/4-inch Maximum Class 2 Aggregate Base |
| The quantity of what the sample constitutes | Up to 2000 cy | 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 | Telephone number of sampler | ||
| Laboratory sample identification | D79221 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Sousa Ready Mix – Mount Shasta | Transportation Laboratory (TL) Number | 858107 |
| 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) | 91-47-0015::Springhill Mine - Sousa Ready Mix |
|---|---|---|---|
| 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: 2023-04-13-50
DIME Test ID: 2023-04-13-50-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-05-01
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 05/18/2023
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 12434 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 276.0 grams | 98 % | |||||
| 1903.0 grams | 82 % | |||||
| 889.0 grams | 75 % | |||||
| 2137.0 grams | 58 % | |||||
| 480.8 grams | ||||||
| 78.0 grams | 49 % | |||||
| 63.0 grams | 41 % | |||||
| 58.0 grams | 34 % | |||||
| 75.0 grams | 25 % | |||||
| 80.0 grams | 15 % | |||||
| 42.0 grams | 10 % | |||||
General comments (publicly viewable) (Max 1000 characters): The sample is fine on the № 30 and 200 sieves (above the Operating Range but within Contract Compliance).
Test was verified on 5/1/2023 ✔