Summary for Test 2023-06-02-67-6
Test performed: CTM 301-March 2000Project 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: 2023-06-02-67-6
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: 2023-07-25
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: 06/13/2023
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: 96 %
As Received Gradation, Percent Passing 3/4 in. sieve: 82 %
As Received Gradation, Percent Passing 1/2 in. sieve: 63 %
As Received Gradation, Percent Passing 3/8 in. sieve: 55 %
As Received Gradation, Percent Passing #4 sieve: 40 %
As Received Gradation, Percent Passing #8 sieve: 30 %
As Received Gradation, Percent Passing #16 sieve: 23 %
As Received Gradation, Percent Passing #30 sieve: 19 %
As Received Gradation, Percent Passing #50 sieve: 15 %
As Received Gradation, Percent Passing #100 sieve: 13 %
As Received Gradation, Percent Passing #200 sieve: 10 %
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: 77 %
As Used Gradation, Percent Passing 3/8 in. sieve: 67 %
As Used Gradation, Percent Passing #4 sieve: 48 %
As Used Gradation, Percent Passing #8 sieve: 36 %
As Used Gradation, Percent Passing #16 sieve: 28 %
As Used Gradation, Percent Passing #30 sieve: 23 %
As Used Gradation, Percent Passing #50 sieve: 19 %
As Used Gradation, Percent Passing #100 sieve: 15 %
As Used Gradation, Percent Passing #200 sieve: 13 %
Horizontal pressure (specimen 1): 0.24 MPa
Displacement (specimen 1): 3.9
Horizontal pressure (specimen 2): 0.15 MPa
Displacement (specimen 2): 3.97
Horizontal pressure (specimen 3): 0.1 MPa
Displacement (specimen 3): 4.71
R value (specimen 1): 69.7
R value (specimen 2): 80
R value (specimen 3): 84.1
R value: 80
General comments (publicly viewable) (Max 1000 characters): R=80
Test was verified on 7/25/2023 ✔