Summary for Test 2023-05-26-55-5
Test performed: CTM 301-March 2000Project 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 | 05/26/2023 | Sample Unique Key | 55 |
|---|---|---|---|
| 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 | 05/30/2023 |
| Sample type | 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 500 cy or 1 day | 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 | D79250 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Bear Gulch Quarry | Transportation Laboratory (TL) Number | 857931 |
| 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) | 91-45-0023::Bear Gulch Limestone Quarry - Ingot, CA |
|---|---|---|---|
| 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: 2023-05-26-55
DIME Test ID: 2023-05-26-55-5
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 301-March 2000: Method for Determining the Resistance "R" Value of Treated and Untreated Bases, Subbases, and Basement Soils by the Stabilometer
Test Release Date: 2023-07-20
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Josh Murphy and Dennis Hickey
Date of test: 06/08/2023
As Received Gradation, Percent Passing 3 in. sieve: 100 %
As Received Gradation, Percent Passing 2 1/2 in. sieve: 100 %
As Received Gradation, Percent Passing 2 in. sieve: 100 %
As Received Gradation, Percent Passing 1 1/2 in. sieve: 100 %
As Received Gradation, Percent Passing 1 in. sieve: 100 %
As Received Gradation, Percent Passing 3/4 in. sieve: 98 %
As Received Gradation, Percent Passing 1/2 in. sieve: 82 %
As Received Gradation, Percent Passing 3/8 in. sieve: 72 %
As Received Gradation, Percent Passing #4 sieve: 49 %
As Received Gradation, Percent Passing #8 sieve: 34 %
As Received Gradation, Percent Passing #16 sieve: 24 %
As Received Gradation, Percent Passing #30 sieve: 17 %
As Received Gradation, Percent Passing #50 sieve: 13 %
As Received Gradation, Percent Passing #100 sieve: 10 %
As Received Gradation, Percent Passing #200 sieve: 8 %
As Used Gradation, Percent Passing 3 in. sieve: 100 %
As Used Gradation, Percent Passing 2 1/2 in. sieve: 100 %
As Used Gradation, Percent Passing 2 in. sieve: 100 %
As Used Gradation, Percent Passing 1 1/2 in. sieve: 100 %
As Used Gradation, Percent Passing 1 in. sieve: 100 %
As Used Gradation, Percent Passing 3/4 in. sieve: 100 %
As Used Gradation, Percent Passing 1/2 in. sieve: 84 %
As Used Gradation, Percent Passing 3/8 in. sieve: 73 %
As Used Gradation, Percent Passing #4 sieve: 50 %
As Used Gradation, Percent Passing #8 sieve: 34 %
As Used Gradation, Percent Passing #16 sieve: 24 %
As Used Gradation, Percent Passing #30 sieve: 18 %
As Used Gradation, Percent Passing #50 sieve: 13 %
As Used Gradation, Percent Passing #100 sieve: 10 %
As Used Gradation, Percent Passing #200 sieve: 9 %
Horizontal pressure (specimen 1): 0.08 MPa
Displacement (specimen 1): 5.2
Horizontal pressure (specimen 2): 0.08 MPa
Displacement (specimen 2): 4.9
Horizontal pressure (specimen 3): 0.08 MPa
Displacement (specimen 3): 4.9
R value (specimen 1): 86
R value (specimen 2): 86.7
R value (specimen 3): 86.7
R value: 86
General comments (publicly viewable) (Max 1000 characters): R=86
Test was verified on 7/20/2023 ✔