Summary for Test 2023-11-22-41-2

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 Date11/22/2023 Sample Unique Key41
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 testing11/22/2023
Sample typeQuality Control A brief description of the sampleaggregate
The quantity of what the sample constitutes27 CY 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 identificationL233483 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 name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-33-0042
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 collectedSupplier
Where the material sample would have been placed if not sampledconcrete Primary Aggregate Nominal Size1 inch
The concrete mix design numberSL4201CG Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-11-22-41
DIME Test ID: 2023-11-22-41-2
Testing Lab: Pavement Engineers
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-01-10

Test Results


What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Roland Ocansey
Date of test: 11/27/2023
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 90 %
Cumulative percent passing the 1/2 in. sieve: 37 %
Cumulative percent passing the 3/8 in. sieve: 19 %
Cumulative percent passing the #4 sieve: 3 %
Cumulative percent passing the #8 sieve: 2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/10/2024