Summary for Test 2024-05-13-31-1
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 214135 DEA: 09213404 EFIS: 0900000030 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-29.9/41.8 |
| Award Date | 10/22/2021 |
| Closeout Date | Not set |
| Work Description | ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT. |
| Location Description | INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/03/2019) |
Sample Information
| Sample Taken Date | 05/13/2024 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 05/13/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Class II AB #88 - First lift at station 1709+75 in windrow |
| The quantity of what the sample constitutes | 2000 cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jerid | Last name of sampler or witnessed by | Jupelian |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Fisher Sand and Gravel | Transportation Laboratory (TL) Number | |
| 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) | Jobsite |
|---|---|---|---|
| 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 | Windrow | |
| 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: 2024-05-13-31
DIME Test ID: 2024-05-13-31-1
Testing Lab: CT D09 - Bishop Field 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: 2024-05-17
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 05/13/2024
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: 95 %
As Received Gradation, Percent Passing 1/2 in. sieve: 76 %
As Received Gradation, Percent Passing 3/8 in. sieve: 68 %
As Received Gradation, Percent Passing #4 sieve: 53 %
As Received Gradation, Percent Passing #8 sieve: 42 %
As Received Gradation, Percent Passing #16 sieve: 34 %
As Received Gradation, Percent Passing #30 sieve: 27 %
As Received Gradation, Percent Passing #50 sieve: 20 %
As Received Gradation, Percent Passing #100 sieve: 13 %
As Received Gradation, Percent Passing #200 sieve: 8 %
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: 80 %
As Used Gradation, Percent Passing 3/8 in. sieve: 72 %
As Used Gradation, Percent Passing #4 sieve: 56 %
As Used Gradation, Percent Passing #8 sieve: 44 %
As Used Gradation, Percent Passing #16 sieve: 36 %
As Used Gradation, Percent Passing #30 sieve: 28 %
As Used Gradation, Percent Passing #50 sieve: 21 %
As Used Gradation, Percent Passing #100 sieve: 14 %
As Used Gradation, Percent Passing #200 sieve: 8.4 %
R value: 86
General comments (publicly viewable) (Max 1000 characters): Project: 09-213404
Date: 5/13/24
Material: Class 2 Base #81
Supplier: Fisher Sand and Gravel
Location: First lift at station 1709+75 in windrow
Sampled By: Jerid Kupelian
Testing Request: RVALUE
Test was verified on 5/17/2024 ✔