Summary for Test 2022-08-30-36-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 213598
DEA: 051F75U4
EFIS: 0518000092
DIST-CO-RTE-PM05-MON-101-R36.9/47.7
Award Date01/16/2019
Closeout Date01/11/2024
Work DescriptionCRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER
Location DescriptionMONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE
QA Service Level1 (Verified on 10/11/2018)

Sample Information

Sample Taken Date08/30/2022 Sample Unique Key36
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 testing08/30/2022
Sample typeQuality Assurance A brief description of the sample3/4" Class II Base
The quantity of what the sample constitutes500 cy From where was the sample collectedJob Site
First name of sampler or witnessed byMathew Last name of sampler or witnessed bySpencer
Title of samplerTET Telephone number of sampler8057790845
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameClark Pit 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, name of Pit or Job Site)91-287-0009
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 collectedFrom the jobsite, after being spread by the grader
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-08-30-36
DIME Test ID: 2022-08-30-36-2
Testing Lab: CT D05 - Big Sur Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2022-08-31

Test Results


Number of tests: 1
Input Type: Calculated
Tester's full name: Mathew Spencer
Date of test: 08/30/2022
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 13.7
Sand reading (test 1): 2.8
Sand equivalent (test 1): 20
Sand equivalent before temperature correction: 20
Sand equivalent after temperature correction: 20
General comments (publicly viewable) (Max 1000 characters): FAIL - out of contract compliance, operating range = 25, contract compliance = 22

Test was verified on 8/31/2022