Summary for Test 2019-04-18-8-9

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 214135
DEA: 09213404
EFIS: 0900000030
DIST-CO-RTE-PM09-INY-395-29.9/41.8
Award Date10/22/2021
Closeout DateNot set
Work DescriptionROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location DescriptionINYO 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 Level1 (Verified on 05/03/2019)

Sample Information

Sample Taken Date04/18/2019 Sample Unique Key8
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 testing04/04/2019
Sample typePer Request A brief description of the sampleNative Material
The quantity of what the sample constitutes2 bags From where was the sample collectedJob Site
First name of sampler or witnessed byDereck Last name of sampler or witnessed byCarrington
Title of samplerMREA Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCaltrans Right of Way Transportation Laboratory (TL) Number
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 collectedExisting grade
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2019-04-18-8
DIME Test ID: 2019-04-18-8-9
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2019-05-15

Test Results


Number of tests: 2
Input Type: Measured
Tester's full name: Kiet Phan
Date of test: 04/13/2019
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 7.4
Sand reading (test 1): 3.1
Clay reading (test 2): 7.5
Sand reading (test 2): 3.4
Sand equivalent (test 1): 42
Sand equivalent (test 2): 45
Sand equivalent before temperature correction: 44
Sand equivalent after temperature correction: 44
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/8/2019