Summary for Test 2020-05-20-42-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 214250
DEA: 021H3204
EFIS: 0215000126
DIST-CO-RTE-PM02-TEH-99-12.0/12.6
Award Date10/09/2019
Closeout Date11/01/2021
Work DescriptionCONSTRUCT CURB RAMPS AND SIDEWALKS.
Location DescriptionTEHAMA COUNTY AT LOS MOLINOS FROM JOSEPHINE STREET TO LOS MOLINOS CREEK BRIDGE
QA Service Level1 (Verified on 07/22/2019)

Sample Information

Sample Taken Date05/20/2020 Sample Unique Key42
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 testing05/20/2020
Sample typeAcceptance A brief description of the sample3/4" Class II AB
The quantity of what the sample constitutesnot provided From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of sampler Telephone number of sampler
Laboratory sample identificationD78436 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis inc Transportation Laboratory (TL) Number853459
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)91-45-0061
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 @ Plant
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 HMA Design ID

Test Details

DIME Sample ID: 2020-05-20-42
DIME Test ID: 2020-05-20-42-2
Testing Lab: CT D02 - North Region Materials Lab
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2020-07-14

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Michael Antonetti
Date of test: 05/20/2020
Temperature correction: 0
Temperature of solution: 24
Clay reading (test 1): 8.6
Sand reading (test 1): 3.7
Clay reading (test 2): 8.7
Sand reading (test 2): 3.7
Clay reading (test 3): 8.8
Sand reading (test 3): 3.6
Sand equivalent (test 1): 43
Sand equivalent (test 2): 43
Sand equivalent (test 3): 41
Sand equivalent before temperature correction: 42
Sand equivalent after temperature correction:42
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/14/2020