Summary for Test 2023-05-17-23-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 993424
DEA: 04281204
EFIS: 0400000769
DIST-CO-RTE-PM04-NAP-29,221-5.5/6.7,0.0/0.2
Award Date03/21/2022
Closeout DateNot set
Work DescriptionHMA, RDWY EXCAVATION, STRUCTURAL CONC AND MODIFYING LIGHTING SYSTEMS.
Location DescriptionNAPA COUNTY NEAR NAPA ON ROUTE 29 FROM 0.7 MILE SOUTH TO 0.5 MILE NORTH OF ROUTE 221 AND ON ROUTE 221 FROM 0.2 MILE NORTH OF ROUTE 29 TO ROUTE 29
QA Service Level1 (Verified on 12/08/2021)

Sample Information

Sample Taken Date05/17/2023 Sample Unique Key23
Date that the sample was received by the laboratory/organization performing the testing05/17/2023 Sample typeQuality Assurance
A brief description of the sample1" x No 4 aggregate The quantity of what the sample constitutes1 bag
From where was the sample collectedManufacturer First name of sampler or witnessed byAnthony
Last name of sampler or witnessed byIbarra Title of samplerQA Technician
Telephone number of sampler9512083308 Laboratory sample identificationCon_23_450
Linked DIME Sample ID The fabricator/manufacturer/facility nameShamrock Napa
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier21-0119 Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-57-0008
The fabricator's/manufacturer's product name for the sampleCoarse Aggregate The fabricator/manufacturer designation for the sampleBatch
The plant number A detailed description of where the material sample was collectedstock @plant
Where the material sample would have been placed if not sampledAbutment 1 wall Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberSL4201CG

Test Details

DIME Sample ID: 2023-05-17-23
DIME Test ID: 2023-05-17-23-1
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-05-19

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: Measured
Tester's full name: Augusto Rios
Date of test: 05/18/2023
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
10060 grams
0.0 grams100 %
225.0 grams98 %
1450.0 grams86 %
5685.0 grams43 %
8530.0 grams15 %
9905.0 grams2 %
9970.0 grams1 %
10000.0 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/19/2023 ✔