Summary for Test 2019-04-23-17-8

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 214150
DEA: 080G8004
EFIS: 0812000111
DIST-CO-RTE-PM08-SBD-38-47.50/59.40
Award Date10/13/2020
Closeout Date11/01/2022
Work DescriptionRELINE OR REPLACE CULVERTS
Location DescriptionSAN BERNARDINO COUNTY IN AND NEAR BIG BEAR LAKE AT VARIOUS LOCATIONS FROM ZACA ROAD TO BIG BEAR LAKE DAM
QA Service Level1 (Verified on 05/09/2019)

Sample Information

Sample Taken Date04/23/2019 Sample Unique Key17
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 testing04/24/2019
Sample typePer Request A brief description of the sampleSoil
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byJose Last name of sampler or witnessed byGuzman
Title of samplerMREA Telephone number of sampler(909) 829-6292
Laboratory sample identification8570 Linked DIME Sample ID2019-04-23-17
The fabricator/manufacturer/facility nameCALTRANS Transportation Laboratory (TL) Numberc-8570
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 collectedSR-38 wb, PM 56.9
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2019-04-23-17
DIME Test ID: 2019-04-23-17-8
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2019-06-06

Test Results


Number of tests: 2
Input Type: Calculated
Tester's full name: Husni Ankir
Date of test: 05/03/2019
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 11.6
Sand reading (test 1): 2.8
Clay reading (test 2): 11.3
Sand reading (test 2): 2.7
Sand equivalent (test 1): 25
Sand equivalent (test 2): 24
Sand equivalent before temperature correction: 25
Sand equivalent after temperature correction: 25
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/30/2019