Summary for Test 2023-10-05-90-1

Test performed: CTM 226-July 2010

Project Information

Project IdentifiersProject ID: 215753
DEA: 050N72U4
EFIS: 0520000169
DIST-CO-RTE-PM05-SB-101-4.4/R7.7
Award Date03/01/2021
Closeout DateNot set
Work DescriptionPlease cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B.
Location Description101 freeway in Summerland, CA
QA Service Level1 (Verified on 05/06/2021)

Sample Information

Sample Taken Date10/05/2023 Sample Unique Key90
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 testing10/05/2023
Sample typeQuality Control A brief description of the sample1x4 concrete aggregates
The quantity of what the sample constitutes1 per batch From where was the sample collectedSupplier
First name of sampler or witnessed byHarrison Last name of sampler or witnessed byKain
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCal Portland-Lompoc Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)00-00-0000
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 or belt cut
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 Number

Test Details

DIME Sample ID: 2023-10-05-90
DIME Test ID: 2023-10-05-90-1
Testing Lab: Sequoia Consultants
Test Method: CTM 226-July 2010: Method of Test for Determination of Moisture Content of Soils and Aggregates by Oven Drying
Test Release Date: 2023-12-11

Test Results


Input Type: Calculated
Tester's full name: Harrison Kain
Date of test: 10/05/2023
Wet weight of the sample: 1000.0000000000 grams
Dry weight of the sample: 922.0000000000 grams
Weight of water in sample: 78.0000000000 grams
Percent moisture: 7.8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/11/2023