Test 2013-12-19-7583960-4 (CTM 301-March 2000) Summary
Project Information
| Project Identifiers | Project ID: 208869 DEA: 08368504 EFIS: 0800000628 | ||
|---|---|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-177.3/181.1 | ||
| Work Description | CONSTRUCT COMMERCIAL VEHICLE ENFORCEMENT FACILITY (CVEF) | ||
| Location Description | SAN BERNARDINO COUNTY FROM 1.2 MILES NORTH OF NIPTON ROAD OVERCROSSING TO 0.5 MILE SOUTH OF YATES WELL ROAD OVERCROSSING | ||
Sample Information
| Sample Taken Date | 12/19/2013 | Sample Unique Key | 7583960 |
|---|---|---|---|
| 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 | 12/30/2013 |
| Sample type | Acceptance | A brief description of the sample | Class 2 Aggregate Base |
| The quantity of what the sample constitutes | 2 Bags | From where was the sample collected | Other |
| First name of sampler or witnessed by | Larry | Last name of sampler or witnessed by | Unknown |
| Title of sampler | Not set | Laboratory sample identification | 3361B |
| The fabricator/manufacturer/facility name | I-15 SB Shoulder Sta. 9387 40 | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA or name of Pit) | Unknown |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Not set | The fabricator/manufacturer designation for the sample | Not set |
| The plant number | Not set | A detailed description of where the material sample was collected | I-15 SB Shoulder Sta. 9387 40 |
| Where the material sample would have been placed if not sampled | Not set | Primary Aggregate Nominal Size | |
| The concrete mix design number | Lot number | Not set | |
| Sublot number | Not set | HMA Design ID |
Test Details
DIME Sample ID: 2013-12-19-7583960
DIME Test ID: 2013-12-19-7583960-4
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 301-March 2000: Method of Test for Determining the Resistance "R"; Value of Treated and Untreated Bases, Subbases, and Basement Soils by the Stabilometer
Test Release Date: 2015-02-20
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Vincent Onoh
Date of test: 01/08/2014
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: 90 %
As Received Gradation, Percent Passing 1/2 in. sieve: 76 %
As Received Gradation, Percent Passing 3/8 in. sieve: 65 %
As Received Gradation, Percent Passing #4 sieve: 36 %
As Received Gradation, Percent Passing #8 sieve: 23 %
As Received Gradation, Percent Passing #16 sieve: 15 %
As Received Gradation, Percent Passing #30 sieve: 12 %
As Received Gradation, Percent Passing #50 sieve: 9 %
As Received Gradation, Percent Passing #100 sieve: 8 %
As Received Gradation, Percent Passing #200 sieve: 8 %
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: 84 %
As Used Gradation, Percent Passing 3/8 in. sieve: 72 %
As Used Gradation, Percent Passing #4 sieve: 40 %
As Used Gradation, Percent Passing #8 sieve: 26 %
As Used Gradation, Percent Passing #16 sieve: 17 %
As Used Gradation, Percent Passing #30 sieve: 13 %
As Used Gradation, Percent Passing #50 sieve: 10 %
As Used Gradation, Percent Passing #100 sieve: 9 %
As Used Gradation, Percent Passing #200 sieve: 8 %
R value:80
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 02/20/2015 ✔