Summary for Test 2023-08-09-41-1
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 | 08/09/2023 | Sample Unique Key | 41 |
|---|---|---|---|
| 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 | 08/09/2023 |
| Sample type | Quality Assurance | A brief description of the sample | AB #41 NL sta 315+00 |
| The quantity of what the sample constitutes | 82,000 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Trevor | Last name of sampler or witnessed by | Galli |
| 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 | Bid Item | Not set |
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: 2023-08-09-41
DIME Test ID: 2023-08-09-41-1
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: 2023-08-22
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 08/11/2023
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: 97 %
As Received Gradation, Percent Passing 1/2 in. sieve: 86 %
As Received Gradation, Percent Passing 3/8 in. sieve: 71 %
As Received Gradation, Percent Passing #4 sieve: 61 %
As Received Gradation, Percent Passing #8 sieve: 50 %
As Received Gradation, Percent Passing #16 sieve: 40 %
As Received Gradation, Percent Passing #30 sieve: 30 %
As Received Gradation, Percent Passing #50 sieve: 24 %
As Received Gradation, Percent Passing #100 sieve: 16 %
As Received Gradation, Percent Passing #200 sieve: 9.6 %
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: 89 %
As Used Gradation, Percent Passing 3/8 in. sieve: 73 %
As Used Gradation, Percent Passing #4 sieve: 63 %
As Used Gradation, Percent Passing #8 sieve: 52 %
As Used Gradation, Percent Passing #16 sieve: 41 %
As Used Gradation, Percent Passing #30 sieve: 31 %
As Used Gradation, Percent Passing #50 sieve: 25 %
As Used Gradation, Percent Passing #100 sieve: 17 %
As Used Gradation, Percent Passing #200 sieve: 9.9 %
R value: 82
General comments (publicly viewable) (Max 1000 characters): Class II AB #41
NL sta 315+00 82,000CY
(82,000K/84,000K)
Shipping 1 bag
R-Value
Test was verified on 8/22/2023 ✔