Test 2019-08-02-25-7 (CTM 217-June 2011) Summary

Project Information
Project IdentifiersProject ID: 210837
DEA: 080J0804
EFIS: 0800000283
COOP: 081625
DIST-CO-RTE-PM08-RIV-15-34.7/51.6
Work Description(Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT
Location DescriptionRiverside County and SBD-15-0.0/1.3
Sample Information
Sample Taken Date8/2/2019 Sample Unique Key25
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 testing8/6/2019
Sample typePer Request A brief description of the sampleAgg Subbase
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byNo name on Tl0101 Last name of sampler or witnessed byNo name on TL0101
Title of samplerQC Technician Laboratory sample identification8666
The fabricator/manufacturer/facility nameCaltrans Transportation Laboratory (TL) NumberC012477
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)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 SB
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2019-08-02-25
DIME Test ID: 2019-08-02-25-7
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2019-09-16
Test Results

Number of tests: 2
Input Type: Calculated
Tester's full name: Larry Diaz
Date of test: 08/14/2019
Temperature correction:0
Temperature of solution:73
Clay reading (test 1):7.3
Sand reading (test 1):4
Clay reading (test 2):6.5
Sand reading (test 2):3.7
Sand equivalent (test 1):55
Sand equivalent (test 2):57
Sand equivalent before temperature correction:57
Sand equivalent after temperature correction:57
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/16/2019