Summary for Test 2020-04-23-14-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 214432
DEA: 080R1504
EFIS: 0812000025
DIST-CO-RTE-PM08-SBD-40-R75.0/R100.0
Award Date12/06/2019
Closeout Date05/26/2022
Work DescriptionREGRADE MEDIAN CROSS SLOPES.
Location DescriptionSAN BERNARDINO COUNTY FROM 3.2 MILES WEST OF KELBAKER ROAD UNDERCROSSING TO ESSEX ROAD OVERCROSSING
QA Service Level1 (Verified on 03/19/2020)

Sample Information

Sample Taken Date04/23/2020 Sample Unique Key14
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 testing04/24/2020
Sample typeAcceptance A brief description of the samplesoil - sample - native I40 Median
The quantity of what the sample constitutes2 bags From where was the sample collectedSource
First name of sampler or witnessed byLarry Last name of sampler or witnessed byFrancisco
Title of samplerTE Civil Telephone number of sampler
Laboratory sample identification9891 Linked DIME Sample ID
The fabricator/manufacturer/facility nameNative Transportation Laboratory (TL) NumberNA
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleUnknown
The fabricator/manufacturer designation for the sampleUnknown A detailed description of where the material sample was collectedI40 MEDIAN STOCKPILE BORROW PIT 9 PM 83
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2020-04-23-14
DIME Test ID: 2020-04-23-14-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2020-05-13

Test Results


Number of tests: 2
Input Type: Calculated
Tester's full name: Larry Diaz
Date of test: 05/01/2020
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 10.4
Sand reading (test 1): 3.6
Clay reading (test 2): 9.3
Sand reading (test 2): 3.6
Sand equivalent (test 1): 35
Sand equivalent (test 2): 39
Sand equivalent before temperature correction: 37
Sand equivalent after temperature correction: 37
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/13/2020