Summary for Test 2024-10-11-116-3

Test performed: CTM 226-July 2010

Project Information

Project IdentifiersProject ID: 215348
DEA: 060U4204
EFIS: 0616000004
DIST-CO-RTE-PM06-FRE-99-R4.9/11.6
Award Date02/25/2021
Closeout Date12/02/2025
Work DescriptionCONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION.
Location DescriptionFRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING
QA Service Level1 (Verified on 12/07/2020)

Sample Information

Sample Taken Date10/11/2024 Sample Unique Key116
Date that the sample was received by the laboratory/organization performing the testing11/12/2024 Sample typeQuality Control
A brief description of the sample3/8", WCS The quantity of what the sample constitutes1 Bag
From where was the sample collectedJob Site First name of sampler or witnessed byAl
Last name of sampler or witnessed byPineda Title of samplerQC Field Technician
Telephone number of samplerUnknown Laboratory sample identificationMix NCT09064, Set 1
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameSecurity Paving Company - Sanger
Transportation Laboratory (TL) NumberUnknown Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown
Structure unique identifier00-0000 Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-10-0010
The fabricator's/manufacturer's product name for the sampleSet 1 The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown 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 numberNCT09064 Lot number1
Sublot number1 Aggregate Mix Number

Test Details

DIME Sample ID: 2024-10-11-116
DIME Test ID: 2024-10-11-116-3
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: CTM 226-July 2010: Method of Test for Determination of Moisture Content of Soils and Aggregates by Oven Drying
Test Release Date: 2025-03-21

Test Results


Input Type: Calculated
Tester's full name: David Silva
Date of test: 10/12/2024
Wet weight of the sample: 522.0000000000 grams
Dry weight of the sample: 501.5000000000 grams
Weight of water in sample: 20.5000000000 grams
Percent moisture: 4.1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/21/2025 ✔