Summary for Test 2021-05-28-22-6
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 215252 DEA: 021J4704 EFIS: 0220000082 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-46.7/49.8,63.8/67.704 |
| Award Date | 12/18/2020 |
| Closeout Date | 09/30/2021 |
| Work Description | HMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING. |
| Location Description | TRINITY COUNTY NEAR TRINITY CENTER FROM 0.7 MILE NORTH OF CEDAR STOCK ROAD TO DIENER MINE VIADUCT AND FROM 2.3 MILES NORTH OF EL DORADO WAY TO COFFEE CREEK BRIDGE NO. 05-0060 |
| QA Service Level | 1 (Verified on 10/30/2020) |
Sample Information
| Sample Taken Date | 05/28/2021 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 05/28/2021 |
| Sample type | Acceptance | A brief description of the sample | Shoulder Backing |
| The quantity of what the sample constitutes | 3 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Carmichael |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D78814 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Eagle Rock Inc, Junction City | Transportation Laboratory (TL) Number | 779361 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA or name of Pit) | 91-23-0001 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Stock Pile at Eagle Rock Inc |
| Where the material sample would have been placed if not sampled | 02 TRI 3 PM 46 to 50 | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | Not Applicable | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-05-28-22
DIME Test ID: 2021-05-28-22-6
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: 2021-08-10
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/03/2021
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: 93 %
As Received Gradation, Percent Passing 3/4 in. sieve: 84 %
As Received Gradation, Percent Passing 1/2 in. sieve: 74 %
As Received Gradation, Percent Passing 3/8 in. sieve: 69 %
As Received Gradation, Percent Passing #4 sieve: 57 %
As Received Gradation, Percent Passing #8 sieve: 47 %
As Received Gradation, Percent Passing #16 sieve: 38 %
As Received Gradation, Percent Passing #30 sieve: 30 %
As Received Gradation, Percent Passing #50 sieve: 24 %
As Received Gradation, Percent Passing #100 sieve: 18 %
As Received Gradation, Percent Passing #200 sieve: 13 %
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: 88 %
As Used Gradation, Percent Passing 3/8 in. sieve: 82 %
As Used Gradation, Percent Passing #4 sieve: 68 %
As Used Gradation, Percent Passing #8 sieve: 56 %
As Used Gradation, Percent Passing #16 sieve: 46 %
As Used Gradation, Percent Passing #30 sieve: 36 %
As Used Gradation, Percent Passing #50 sieve: 28 %
As Used Gradation, Percent Passing #100 sieve: 21 %
As Used Gradation, Percent Passing #200 sieve: 16 %
Horizontal pressure (specimen 1): 0.12 MPa
Displacement (specimen 1): 4.46
Horizontal pressure (specimen 2): 0.17 MPa
Displacement (specimen 2): 4.89
Horizontal pressure (specimen 3): 0.34 MPa
Displacement (specimen 3): 4.5
R value (specimen 1): 82.1
R value (specimen 2): 73.7
R value (specimen 3): 55.4
R value: 74
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/10/2021 ✔