Summary for Test 2024-02-23-23-3

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 1720
DEA: 040G0804
DIST-CO-RTE-PM04-SON,SOL-37-4.0/R6.1,R2/R7.4
Award Date04/23/2009
Closeout Date07/29/2011
Work DescriptionREPLACE ASPHALT CONCRETE SURFACING
Location DescriptionIn Sonoma and Solano Counties in and near Vallejo from Tolay Creek Bridge to 0.2 mile east of Walnut Avenue Overcrossing
QA Service Level1 (Verified on 07/29/2011)

Sample Information

Sample Taken Date02/23/2024 Sample Unique Key23
Date that the sample was received by the laboratory/organization performing the testing02/24/2024 Sample typeQuality Control
A brief description of the samplewcs The quantity of what the sample constitutes1 day
From where was the sample collectedManufacturer First name of sampler or witnessed byTodd
Last name of sampler or witnessed byStrait Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCemex
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)91-57-0008
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 collectedPlant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-02-23-23
DIME Test ID: 2024-02-23-23-3
Testing Lab: RMA Group - Rancho Cordova
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2024-03-01

Test Results


Number of tests: 1
Input Type: Calculated
Tester's full name: Todd Strait
Date of test: 02/24/2024
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 53
Sand reading (test 1): 43
Sand equivalent (test 1): 82
Sand equivalent before temperature correction: 82
Sand equivalent after temperature correction: 82
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/1/2024 ✔