Test 2021-02-22-23-3 (CTM 217-June 2011) Summary

Project Information
Project IdentifiersProject ID: 214572
DEA: 034E62U4
EFIS: 0319000068
DIST-CO-RTE-PM03-ED-50-18.5/24.2
Work DescriptionCONSTRUCT UC, MED BARRIER, DRAINAGE SYSTEMS & HMA OVERLAY.
Location DescriptionEL DORADO COUNTY IN AND NEAR PLACERVILLE FROM MOSQUITO ROAD UNDERCROSSING TO SCHNELL SCHOOL ROAD UNDERCROSSING AND FROM 0.2 MILE WEST OF STILL MEADOW ROAD TO 0.2 MILE EAST OF CARSON ROAD
Sample Information
Sample Taken Date2/22/2021 Sample Unique Key23
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 testing2/23/2021
Sample typeQuality Control A brief description of the sampleWashed Concrete Sand
The quantity of what the sample constitutes1 bag From where was the sample collectedSupplier
First name of sampler or witnessed byDylan Last name of sampler or witnessed byBishop
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameSyar Transportation Laboratory (TL) Number
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)Syar
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedStockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design number Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2021-02-22-23
DIME Test ID: 2021-02-22-23-3
Testing Lab: RMA Group - Rancho Cordova
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2021-04-03
Test Results

Number of tests: 1
Input Type: Calculated
Tester's full name: Paul Warren
Date of test: 02/23/2021
Temperature correction:0
Temperature of solution:72
Clay reading (test 1):47
Sand reading (test 1):38
Sand equivalent (test 1):81
Sand equivalent before temperature correction:81
Sand equivalent after temperature correction:81
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/03/2021