Summary for Test 2022-11-15-55-3

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 Date11/15/2022 Sample Unique Key55
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 testing11/15/2022
Sample typeQuality Control A brief description of the sampleSL4201CG
The quantity of what the sample constitutes4 From where was the sample collectedManufacturer
First name of sampler or witnessed byIrwin Last name of sampler or witnessed byMcMath
Title of samplerField Technician Telephone number of sampler
Laboratory sample identificationS22-069 Linked DIME Sample ID
The fabricator/manufacturer/facility nameShamrock Materials Petaluma Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameDI 3A, 3B, and 8G

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Shamrock Materials Petaluma
The fabricator's/manufacturer's product name for the sampleSL-4201CG The fabricator/manufacturer designation for the sampleSL-4201CG
The plant number A detailed description of where the material sample was collectedat plant
Where the material sample would have been placed if not sampledconcrete Primary Aggregate Nominal Size1 inch
The concrete mix design numberSL-4201CG Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2022-11-15-55
DIME Test ID: 2022-11-15-55-3
Testing Lab: Pavement Engineers
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2022-12-19

Test Results


Number of tests: 3
Input Type: Calculated
Tester's full name: Roland Ocansey
Date of test: 11/16/2022
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 5.6
Sand reading (test 1): 4.6
Clay reading (test 2): 4.6
Sand reading (test 2): 3.9
Clay reading (test 3): 5.5
Sand reading (test 3): 4.5
Sand equivalent (test 1): 83
Sand equivalent (test 2): 85
Sand equivalent (test 3): 82
Sand equivalent before temperature correction: 83
Sand equivalent after temperature correction: 83
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/19/2022