Summary for Test 2020-06-25-48-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Award Date11/06/2018
Closeout Date08/16/2023
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date06/25/2020 Sample Unique Key48
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 testing06/25/2020
Sample typeAcceptance A brief description of the sample3/4" Shoulder Backing
The quantity of what the sample constitutesnot provided From where was the sample collectedJob Site
First name of sampler or witnessed byD Last name of sampler or witnessed byHarper
Title of sampler Telephone number of sampler
Laboratory sample identificationD78495 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea Fawndale Transportation Laboratory (TL) Number717974
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)91-45-0017
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 collectedFawndale 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: 2020-06-25-48
DIME Test ID: 2020-06-25-48-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2020-10-22

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 06/25/2020
Temperature correction: 0
Temperature of solution: 24
Clay reading (test 1): 11.6
Sand reading (test 1): 3
Clay reading (test 2): 11.6
Sand reading (test 2): 2.9
Clay reading (test 3): 11.7
Sand reading (test 3): 2.9
Sand equivalent (test 1): 26
Sand equivalent (test 2): 25
Sand equivalent (test 3): 25
Sand equivalent before temperature correction: 25
Sand equivalent after temperature correction: 25
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/22/2020