Summary for Test 2020-06-02-34-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 214589
DEA: 020J1604
DIST-CO-RTE-PM02-PLU-284-0.0/8.3
Award Date02/11/2020
Closeout Date10/06/2020
Work DescriptionPLACE HMA (TYPE A), PRECOATED AGGREGATE (SEAL COAT), HMA (LEVELING).
Location DescriptionPLUMAS COUNTY NEAR CHILCOOT FROM ROUTE 70 TO 1 MILE NORTH OF LITTLE LAST CHANCE CREEK BRIDGE NUMBER 09-0072
QA Service Level1 (Verified on 01/22/2020)

Sample Information

Sample Taken Date06/02/2020 Sample Unique Key34
Date that the sample was received by the laboratory/organization performing the testing06/11/2020 Sample typeDepartment Acceptance
A brief description of the sample3/4" Shoulder Backing The quantity of what the sample constitutes9000 tons
From where was the sample collectedManufacturer First name of sampler or witnessed byA
Last name of sampler or witnessed bySloaterman Title of sampler
Telephone number of sampler Laboratory sample identificationD78469
Linked DIME Sample ID The fabricator/manufacturer/facility nameJoy Engineering
Transportation Laboratory (TL) Number896985 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-32-0032 SPARROCK BAR ONE QUARRY
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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-06-02-34
DIME Test ID: 2020-06-02-34-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2020-09-16

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 06/18/2020
Temperature correction: 0
Temperature of solution: 24
Clay reading (test 1): 11.2
Sand reading (test 1): 3.6
Clay reading (test 2): 11
Sand reading (test 2): 3.6
Clay reading (test 3): 12
Sand reading (test 3): 3.8
Sand equivalent (test 1): 32
Sand equivalent (test 2): 33
Sand equivalent (test 3): 32
Sand equivalent before temperature correction: 32
Sand equivalent after temperature correction: 32
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/16/2020 ✔