Summary for Test 2020-06-04-11-2

Test performed: CTM 226-July 2010

Project Information

Project IdentifiersProject ID: 212324
DEA: 033F5104
EFIS: 0313000020
DIST-CO-RTE-PM03-YUB-20-R18.1/R20.1
Award Date10/31/2019
Closeout Date08/03/2023
Work DescriptionConstruct bridge, realign curve & widen shoulders.
Location DescriptionConstruction on state highway in Yuba County near Smartsville from the Yuba River Bridge to 0.3 mile east of Smartsville Road.
QA Service Level1 (Verified on 02/27/2020)

Sample Information

Sample Taken Date06/04/2020 Sample Unique Key11
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 testing06/08/2020
Sample typeQuality Control A brief description of the sample3/8
The quantity of what the sample constitutes1 bag From where was the sample collectedManufacturer
First name of sampler or witnessed byJoshua Last name of sampler or witnessed byGuilmette
Title of samplerQC Technician Telephone number of sampler5599174314
Laboratory sample identification20-141 3-8 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAAA Concrete Supply Inc Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameYuba River Bridge

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-58-0006::HALLWOOD PLANT
The fabricator's/manufacturer's product name for the sample3/8 Agg The fabricator/manufacturer designation for the sampleYuba River Bridge
The plant number29 A detailed description of where the material sample was collectedBelt Cut
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/8 inch
The concrete mix design numberz5685240 Lot number1
Sublot number1 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-06-04-11
DIME Test ID: 2020-06-04-11-2
Testing Lab: Trinity Engineering Laboratories, Incorporated - Fresno
Test Method: CTM 226-July 2010: Method of Test for Determination of Moisture Content of Soils and Aggregates by Oven Drying
Test Release Date: 2020-06-17

Test Results


Input Type: Calculated
Tester's full name: Matthew Horn
Date of test: 06/08/2020
Wet weight of the sample: 5625.0000000000 grams
Dry weight of the sample: 5503.0000000000 grams
Weight of water in sample: 122.0000000000 grams
Percent moisture: 2.2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/17/2020