Summary for Test 2025-03-24-86-3

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 993333
DEA: 04264724
EFIS: 0419000068
DIST-CO-RTE-PM04-MRN-101-R20.8/27.1
Award Date04/26/2022
Closeout DateNot set
Work DescriptionCIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL.
Location DescriptionMARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date03/24/2025 Sample Unique Key86
Date that the sample was received by the laboratory/organization performing the testing03/24/2025 Sample typeQuality Assurance
A brief description of the samplePCC Agg The quantity of what the sample constitutes220 cy
From where was the sample collectedSource First name of sampler or witnessed byAnthony
Last name of sampler or witnessed byValdez Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameShamrock Petaluma
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)Orca
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 collectedConveyer Belt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design numberSL-4201CG Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-03-24-86
DIME Test ID: 2025-03-24-86-3
Testing Lab: CT D04 - Petaluma Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2025-04-25

Test Results


Number of tests: 1
Input Type: Measured
Tester's full name: Anthony Valdez
Date of test: 03/24/2025
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 44
Sand reading (test 1): 34
Sand equivalent (test 1): 78
Sand equivalent before temperature correction: 78
Sand equivalent after temperature correction: 78
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/25/2025