Summary for Test 2019-09-26-14-6
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 210837 DEA: 080J0804 EFIS: 0800000283 COOP: 081625 |
---|---|
DIST-CO-RTE-PM | 08-RIV-15-34.7/51.6 |
Award Date | 04/17/2017 |
Closeout Date | Not set |
Work Description | (Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT |
Location Description | Riverside County and SBD-15-0.0/1.3 |
QA Service Level | 1 (Verified on 05/08/2017) |
Sample Information
Sample Taken Date | 09/26/2019 | Sample Unique Key | 14 |
---|---|---|---|
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 | 09/26/2019 |
Sample type | Per Request | A brief description of the sample | Class 2 Aggregate Base |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Elias | Last name of sampler or witnessed by | Hamel |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | 8744 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Contractor Skanska-Ames | Transportation Laboratory (TL) Number | C013355 |
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) | Unknown |
---|---|---|---|
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 | I-15 NB at North of Parkridge Bridge |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-09-26-14
DIME Test ID: 2019-09-26-14-6
Testing Lab: CT D08 - Fontana Southern 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: 2019-10-09
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Kiet Phan
Date of test: 10/01/2019
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: 98 %
As Received Gradation, Percent Passing 1/2 in. sieve: 89 %
As Received Gradation, Percent Passing 3/8 in. sieve: 81 %
As Received Gradation, Percent Passing #4 sieve: 57 %
As Received Gradation, Percent Passing #8 sieve: 27 %
As Received Gradation, Percent Passing #16 sieve: 19 %
As Received Gradation, Percent Passing #30 sieve: 10 %
As Received Gradation, Percent Passing #50 sieve: 7 %
As Received Gradation, Percent Passing #100 sieve: 5 %
As Received Gradation, Percent Passing #200 sieve: 4.6 %
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: 98 %
As Used Gradation, Percent Passing 1/2 in. sieve: 89 %
As Used Gradation, Percent Passing 3/8 in. sieve: 81 %
As Used Gradation, Percent Passing #4 sieve: 57 %
As Used Gradation, Percent Passing #8 sieve: 27 %
As Used Gradation, Percent Passing #16 sieve: 19 %
As Used Gradation, Percent Passing #30 sieve: 10 %
As Used Gradation, Percent Passing #50 sieve: 7 %
As Used Gradation, Percent Passing #100 sieve: 5 %
As Used Gradation, Percent Passing #200 sieve: 4.6 %
R value: 83
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/9/2019 ✔