Summary for Test 2019-04-17-16-8

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 210837
DEA: 080J0804
EFIS: 0800000283
COOP: 081625
DIST-CO-RTE-PM08-RIV-15-34.7/51.6
Award Date04/17/2017
Closeout Date08/01/2024
Work Description(Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT
Location DescriptionRiverside County and SBD-15-0.0/1.3
QA Service Level1 (Verified on 05/08/2017)

Sample Information

Sample Taken Date04/17/2019 Sample Unique Key16
Date that the sample was received by the laboratory/organization performing the testing04/17/2019 Sample typePer Request
A brief description of the sampleAggregate Subbase The quantity of what the sample constitutes1 bag
From where was the sample collectedJob Site First name of sampler or witnessed byAri
Last name of sampler or witnessed byKHASRAW Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCaltrans
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Unknown
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedI-15 NB
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-04-17-16
DIME Test ID: 2019-04-17-16-8
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2019-05-07

Test Results


Number of tests: 2
Input Type: Calculated
Tester's full name: Husni Ankir
Date of test: 04/20/2019
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 6.2
Sand reading (test 1): 3.1
Clay reading (test 2): 6.2
Sand reading (test 2): 3.1
Sand equivalent (test 1): 50
Sand equivalent (test 2): 50
Sand equivalent before temperature correction: 50
Sand equivalent after temperature correction: 50
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/30/2019 ✔