Summary for Test 2023-02-07-11-3

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 214892
DEA: 06442554
EFIS: 0612000176
COOP: 061699
DIST-CO-RTE-PM06-KER-46-29.7/31.9
Award Date01/08/2021
Closeout DateNot set
Work DescriptionCONVERT 2-LANE TO 4-LANE HMA PAVEMENT AND CONSTRUCT NEW BRIDGE.
Location DescriptionKERN COUNTY AT AND NEAR LOST HILLS FROM 0.2 MILE WEST OF CALIFORNIA AQUEDUCT BRIDGE TO 1.4 MILES EAST OF LOST HILLS ROAD
QA Service Level1 (Verified on 06/17/2020)

Sample Information

Sample Taken Date02/07/2023 Sample Unique Key11
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 testing02/07/2023
Sample typeDepartment Acceptance A brief description of the sampleImported Structure Backfill
The quantity of what the sample constitutes25 LBS From where was the sample collectedJob Site
First name of sampler or witnessed byNeale Last name of sampler or witnessed byBrown
Title of samplerTester Telephone number of sampler6615498281
Laboratory sample identification213 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSta 187+50 to 190+56 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 sample
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedJobsite - Structure Backfill
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-02-07-11
DIME Test ID: 2023-02-07-11-3
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2023-02-07

Test Results


Number of tests: 2
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 02/07/2023
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 13.5
Sand reading (test 1): 2.2
Clay reading (test 2): 13.4
Sand reading (test 2): 2.1
Sand equivalent (test 1): 17
Sand equivalent (test 2): 16
Sand equivalent before temperature correction: 17
Sand equivalent after temperature correction: 17
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/7/2023