Summary for Test 2022-10-25-49-3

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 215063
DEA: 032F5704
EFIS: 0300020615
DIST-CO-RTE-PM03-PLA-80-46.3/63.5
Award Date09/23/2020
Closeout Date08/11/2023
Work DescriptionReplace 4 Bridges (OC) on Highway 80 from Crystal Springs to Cisco Grove (Baxter, Drum Forebay)
Location DescriptionNot set
QA Service Level1 (Verified on 11/16/2020)

Sample Information

Sample Taken Date10/25/2022 Sample Unique Key49
Date that the sample was received by the laboratory/organization performing the testing10/25/2022 Sample typeQuality Control
A brief description of the sampleWashed Concrete Sand The quantity of what the sample constitutes1 Day
From where was the sample collectedJob Site First name of sampler or witnessed byDylan
Last name of sampler or witnessed byBishop Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameHansen Bros Enterprises
Transportation Laboratory (TL) Number 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)Greenhorn
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 collectedNo Information
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design number7325-6 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2022-10-25-49
DIME Test ID: 2022-10-25-49-3
Testing Lab: RMA Group - Rancho Cordova
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2022-11-03

Test Results


Number of tests: 1
Input Type: Calculated
Tester's full name: Todd Strait
Date of test: 10/26/2022
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 49
Sand reading (test 1): 42
Sand equivalent (test 1): 86
Sand equivalent before temperature correction: 86
Sand equivalent after temperature correction: 86
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/3/2022