Summary for Test 2025-06-04-149-7

Test performed: CTM 226-July 2010

Project Information

Project IdentifiersProject ID: 215677
DEA: 044G0804
EFIS: 0412000332
COOP: 042676
DIST-CO-RTE-PM04-SOL-80-R10.4/30.2
Award Date01/18/2022
Closeout DateNot set
Work DescriptionHighway widening, overhead signs, and electronic toll system.
Location DescriptionIn Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing.
QA Service Level1 (Verified on 04/11/2022)

Sample Information

Sample Taken Date06/04/2025 Sample Unique Key149
Date that the sample was received by the laboratory/organization performing the testing06/05/2025 Sample typeQuality Assurance
A brief description of the sample1x4 PCC + SAND The quantity of what the sample constitutes1 bag of 1x4 Con Agg & 1 Bag of SAND
From where was the sample collectedSupplier First name of sampler or witnessed byCasey
Last name of sampler or witnessed byFarrington Title of samplerLab Technician
Telephone number of sampler7078161520 Laboratory sample identificationCon_24_732
Linked DIME Sample ID The fabricator/manufacturer/facility nameCEMEX Fairfield
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier 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 sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedSampled from belt stream @plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number1624302

Test Details

DIME Sample ID: 2025-06-04-149
DIME Test ID: 2025-06-04-149-7
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: CTM 226-July 2010: Method of Test for Determination of Moisture Content of Soils and Aggregates by Oven Drying
Test Release Date: 2026-05-21

Test Results


Input Type: Calculated
Tester's full name: ASM HOSSAIN
Date of test: 06/05/2025
Wet weight of the sample: 2807.4000000000 grams
Dry weight of the sample: 2694.1000000000 grams
Weight of water in sample: 113.3000000000 grams
Percent moisture: 4.2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/21/2026 ✔