Summary for Test 2024-04-10-41-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 215677
DEA: 044G0804
EFIS: 0412000332
COOP: 042676
DIST-CO-RTE-PM04-SOL-80-R10.4/30.2
Award Date01/18/2022
Closeout DateNot set
Work DescriptionHighway widening, overhead signs, and electronic toll system.
Location DescriptionIn Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing.
QA Service Level1 (Verified on 04/11/2022)

Sample Information

Sample Taken Date04/10/2024 Sample Unique Key41
Date that the sample was received by the laboratory/organization performing the testing04/10/2024 Sample typeQuality Assurance
A brief description of the sampleStructure Backfill The quantity of what the sample constitutes20 Tons
From where was the sample collectedJob Site First name of sampler or witnessed byDaniel
Last name of sampler or witnessed byRingler Title of samplerLab Technician
Telephone number of sampler7078161520 Laboratory sample identificationCon_24_120
Linked DIME Sample ID The fabricator/manufacturer/facility nameNative Recycled
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure nameMason Street Abutments
Bid ItemNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sample
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedSampled from Stockpile at Job site
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-04-10-41
DIME Test ID: 2024-04-10-41-2
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2024-04-12

Test Results


Number of tests: 1
Input Type: Calculated
Tester's full name: Jacob Vega
Date of test: 04/11/2024
Temperature correction: 0
Temperature of solution: 73
Clay reading (test 1): 114
Sand reading (test 1): 37
Sand equivalent (test 1): 33
Sand equivalent before temperature correction: 33
Sand equivalent after temperature correction: 33
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/12/2024 ✔