Summary for Test 2023-05-15-19-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 215396
DEA: 042K8404
EFIS: 0417000031
DIST-CO-RTE-PM04-SOL-29,80-0.0,0.8/1.6
Award Date03/26/2021
Closeout Date02/16/2024
Work DescriptionHMA, STRUCTURAL CONCRETE, CIDH PILING AND REBAR.
Location DescriptionSOLANO COUNTY IN VALLEJO AT ROUTE 80/29 SEPARATION AND ON ROUTE 80 FROM 0.2 MILE NORTH OF CARQUINEZ BRIDGE TOLL PLAZA TO 0.3 MILE SOUTH OF MAGAZINE STREET OVERCROSSING
QA Service Level1 (Verified on 01/25/2021)

Sample Information

Sample Taken Date05/15/2023 Sample Unique Key19
Date that the sample was received by the laboratory/organization performing the testing05/15/2023 Sample typeQuality Assurance
A brief description of the sampleCon Sand The quantity of what the sample constitutes1 bag
From where was the sample collectedManufacturer First name of sampler or witnessed byPlant QC
Last name of sampler or witnessed byPlant QC Title of samplerQC Technician
Telephone number of sampler Laboratory sample identificationCon_23_418
Linked DIME Sample ID2023-05-15-18 The fabricator/manufacturer/facility nameCentral Concrete Martinez
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier23-0259 Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Hanson-Pier 94 CT
The fabricator's/manufacturer's product name for the sampleFine Aggregate The fabricator/manufacturer designation for the sampleBatch
The plant number A detailed description of where the material sample was collectedbelt cut
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design numberD101C5RS Lot number
Sublot number Aggregate Mix NumberD101C5RS

Test Details

DIME Sample ID: 2023-05-15-19
DIME Test ID: 2023-05-15-19-1
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: 2023-05-16

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?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Augusto Rios
Date of test: 05/16/2023
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
504 grams
0.0 grams100 %
7.0 grams99 %
61.0 grams88 %
140.0 grams72 %
244.0 grams52 %
381.0 grams24 %
467.0 grams7 %
493.0 grams2 %
494.0 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/16/2023 ✔