Summary for Test 2024-04-09-84-6
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 995285 DEA: 024H7804 EFIS: 0219000004 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-89-22.0/30.6 |
| Award Date | 02/23/2024 |
| Closeout Date | 11/27/2024 |
| Work Description | PLACE HMA, SHOULDER BACKING AND THERMOPLASTIC TRAFFIC STRIPE. |
| Location Description | SHASTA COUNTY ABOUT 6 MILES EAST OF BURNEY FROM 0.2 MILE NORTH OF ROUTE 299 TO 0.6 MILE NORTH OF LAKE BRITTON ROAD |
| QA Service Level | 1 (Verified on 12/04/2023) |
Sample Information
| Sample Taken Date | 04/09/2024 | Sample Unique Key | 84 |
|---|---|---|---|
| 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 | 04/10/2024 |
| Sample type | Department Acceptance | A brief description of the sample | 3 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 | Source |
| 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 | D79454 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials | Transportation Laboratory (TL) Number | 857923 |
| 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) | East Yard |
|---|---|---|---|
| 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: 2024-04-09-84
DIME Test ID: 2024-04-09-84-6
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: 2024-05-14
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 04/22/2024
As Received Gradation, Percent Passing 3 in. sieve: no data
As Received Gradation, Percent Passing 2 1/2 in. sieve: no data
As Received Gradation, Percent Passing 2 in. sieve: no data
As Received Gradation, Percent Passing 1 1/2 in. sieve: no data
As Received Gradation, Percent Passing 1 in. sieve: 100 %
As Received Gradation, Percent Passing 3/4 in. sieve: 100 %
As Received Gradation, Percent Passing 1/2 in. sieve: 82 %
As Received Gradation, Percent Passing 3/8 in. sieve: 69 %
As Received Gradation, Percent Passing #4 sieve: 46 %
As Received Gradation, Percent Passing #8 sieve: 32 %
As Received Gradation, Percent Passing #16 sieve: 24 %
As Received Gradation, Percent Passing #30 sieve: 19 %
As Received Gradation, Percent Passing #50 sieve: 16 %
As Received Gradation, Percent Passing #100 sieve: 13 %
As Received Gradation, Percent Passing #200 sieve: 9.25 %
As Used Gradation, Percent Passing 3 in. sieve: no data
As Used Gradation, Percent Passing 2 1/2 in. sieve: no data
As Used Gradation, Percent Passing 2 in. sieve: no data
As Used Gradation, Percent Passing 1 1/2 in. sieve: no data
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: 82 %
As Used Gradation, Percent Passing 3/8 in. sieve: 69 %
As Used Gradation, Percent Passing #4 sieve: 46 %
As Used Gradation, Percent Passing #8 sieve: 32 %
As Used Gradation, Percent Passing #16 sieve: 24 %
As Used Gradation, Percent Passing #30 sieve: 19 %
As Used Gradation, Percent Passing #50 sieve: 16 %
As Used Gradation, Percent Passing #100 sieve: 13 %
As Used Gradation, Percent Passing #200 sieve: 9 %
Horizontal pressure (specimen 1): 0.12 MPa
Displacement (specimen 1): 5.1
Horizontal pressure (specimen 2): 0.1 MPa
Displacement (specimen 2): 5.8
Horizontal pressure (specimen 3): 0.09 MPa
Displacement (specimen 3): 6
R value (specimen 1): 80
R value (specimen 2): 81.2
R value (specimen 3): 82.4
R value: 81
General comments (publicly viewable) (Max 1000 characters): R=81
Test was verified on 5/14/2024 ✔