Test 2019-12-13-12-2 (CTM 217-June 2011) Summary

Project Information
Project IdentifiersProject ID: 213808
DEA: 080N6704
EFIS: 0800000536
DIST-CO-RTE-PM08-RIV-74-28.1/37.4
Work DescriptionCONSTRUCT RAISED MEDIAN AND LEFT TURN LANES.
Location DescriptionRIVERSIDE COUNTY NEAR HEMET FROM 0.6 MILE EAST OF ROUTE 215 TO 0.4 MILE WEST OF ACACIA AVENUE.
Sample Information
Sample Taken Date12/13/2019 Sample Unique Key12
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 testing12/13/2019
Sample typeAcceptance A brief description of the sample3/4 HMA TYPE A
The quantity of what the sample constitutes1 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byKEVIN Last name of sampler or witnessed byOLUHA
Title of samplerConsultant Laboratory sample identification8992
The fabricator/manufacturer/facility nameMATCH CORPORATION CABAZON Transportation Laboratory (TL) NumberC012546
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 sample3/4 HMA TYPE A The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Matich Cabazon Plant
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 HMA Design ID
Test Details
DIME Sample ID: 2019-12-13-12
DIME Test ID: 2019-12-13-12-2
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2020-03-17
Test Results

Number of tests: 2
Input Type: Calculated
Tester's full name: SATISH JAIM
Date of test: 12/23/2019
Temperature correction:0
Temperature of solution:74
Clay reading (test 1):5.8
Sand reading (test 1):3.5
Clay reading (test 2):5.2
Sand reading (test 2):3.4
Sand equivalent (test 1):61
Sand equivalent (test 2):66
Sand equivalent before temperature correction:64
Sand equivalent after temperature correction:64
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/17/2020