Summary for Test 2026-03-19-51-3

Test performed: CTM 226-July 2010

Project Information

Project IdentifiersProject ID: 1002031
DEA: 024K0504
EFIS: 0226000137
DIST-CO-RTE-PM02-SHA-89-29.2/29.4
Award DateNot set
Closeout DateNot set
Work DescriptionExcavate and replace unstable subgrade, install geotextile fabric, and reconstruct the structural pavement section.
Location DescriptionIN SHASTA COUNTY ABOUT 7 MILES NORTH OF FOUR CORNERS FROM LAKE BRITTON BRIDGE TO 0.2 MILE NORTH OF LAKE BRITTON BRIDGE.
QA Service Level1 (Verified on 04/10/2026)

Sample Information

Sample Taken Date03/19/2026 Sample Unique Key51
Date that the sample was received by the laboratory/organization performing the testing03/19/2026 Sample typeAcceptance
A brief description of the sample4 bags of 3/4-inch Maximum Class 2 Aggregate Base The quantity of what the sample constitutes2000 cy
From where was the sample collectedManufacturer First name of sampler or witnessed byCindy
Last name of sampler or witnessed byBryant Title of sampler
Telephone number of sampler Laboratory sample identificationD80159
Linked DIME Sample ID The fabricator/manufacturer/facility nameShaw Pit
Transportation Laboratory (TL) Number824079 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)91-25-0008::Shaw Pit (Lookout, CA)
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 collectedStockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-03-19-51
DIME Test ID: 2026-03-19-51-3
Testing Lab: CT D02 - Redding Northern Regional 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: 2026-03-27

Test Results


Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 03/23/2026
Wet weight of the sample: 1743.7000000000 grams
Dry weight of the sample: 1657.4000000000 grams
Weight of water in sample: 86.3000000000 grams
Percent moisture: 5.2 %
General comments (publicly viewable) (Max 1000 characters): Moisture=5.2% as received, sample was not delivered in an air-tight container.

Test was verified on 3/27/2026 ✔