Summary for Test 2023-03-06-19-2

Test performed: CTM 202-November 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 Date03/06/2023 Sample Unique Key19
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 testing03/06/2023
Sample typeQuality Control A brief description of the sampleconcrete aggregate
The quantity of what the sample constitutes14 yards From where was the sample collectedSupplier
First name of sampler or witnessed byRoland Last name of sampler or witnessed byOcansey
Title of samplerLab Technician Telephone number of sampler
Laboratory sample identificationL230267 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 nameOlive St Bridge Closure

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Shamrock Petaluma
The fabricator's/manufacturer's product name for the sample3728LV The fabricator/manufacturer designation for the sample3728LV
The plant number A detailed description of where the material sample was collectedstockpile
Where the material sample would have been placed if not sampledconcrete Primary Aggregate Nominal Size1 inch
The concrete mix design number3728LV Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-03-06-19
DIME Test ID: 2023-03-06-19-2
Testing Lab: Pavement Engineers
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-03-09

Test Results


What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Roland Ocansey
Date of test: 03/08/2023
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 98 %
Cumulative percent passing the #8 sieve: 87 %
Cumulative percent passing the #16 sieve: 73 %
Cumulative percent passing the #30 sieve: 55 %
Cumulative percent passing the #50 sieve: 28 %
Cumulative percent passing the #100 sieve: 9 %
Cumulative percent passing the #200 sieve: 3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/9/2023