Summary for Test 2019-04-04-17-9

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 Date05/29/2026
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 Date04/04/2019 Sample Unique Key17
Date that the sample was received by the laboratory/organization performing the testing04/10/2019 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 sampler
Telephone number of sampler Laboratory sample identification8543
Linked DIME Sample ID The fabricator/manufacturer/facility nameCaltrans
Transportation Laboratory (TL) NumberC448817 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

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 collectedExisiting Grade
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2019-04-04-17
DIME Test ID: 2019-04-04-17-9
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2019-06-06

Test Results


Number of tests: 2
Input Type: Calculated
Tester's full name: Husni Ankir
Date of test: 04/18/2019
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 10
Sand reading (test 1): 3.4
Clay reading (test 2): 9.9
Sand reading (test 2): 3.2
Sand equivalent (test 1): 34
Sand equivalent (test 2): 33
Sand equivalent before temperature correction: 34
Sand equivalent after temperature correction: 34
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/30/2019