Summary for Test 2020-06-29-12-2

Test performed: CTM 226-July 2010

Project Information

Project IdentifiersProject ID: 214292
DEA: 060Q9004
EFIS: 0614000047
DIST-CO-RTE-PM06-FRE-180-92.2,130.1
Award Date12/13/2019
Closeout Date10/29/2020
Work DescriptionREPLACE BRIDGE RAILS.
Location DescriptionFRESNO COUNTY NEAR SQUAW VALLEY AT MILL CREEK BRIDGE AND NEAR BOYDEN CAVE AT SOUTH FORK KINGS RIVER BRIDGE
QA Service Level1 (Verified on 08/05/2019)

Sample Information

Sample Taken Date06/29/2020 Sample Unique Key12
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 testing06/29/2020
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 byElwin Last name of sampler or witnessed byGarcia
Title of samplerQC Technician Telephone number of sampler5592922188
Laboratory sample identification20-166 3-8 Linked DIME Sample ID
The fabricator/manufacturer/facility nameOutback Materials Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier10-42-0080
Structure nameMill Creek Bridge

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-10-0005::COALINGA PIT #1
The fabricator's/manufacturer's product name for the sample3/8 Pea Gravel The fabricator/manufacturer designation for the sampleMill Creek Bridge
The plant number106 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 number72T1X10 Lot number1
Sublot number1 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-06-29-12
DIME Test ID: 2020-06-29-12-2
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: 2020-07-01

Test Results


Input Type: Calculated
Tester's full name: Matthew Horn
Date of test: 06/29/2020
Wet weight of the sample: 1117.0000000000 grams
Dry weight of the sample: 1070.0000000000 grams
Weight of water in sample: 47.0000000000 grams
Percent moisture: 4.4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/1/2020