Summary for Test 2024-06-17-149-2

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 993333
DEA: 04264724
EFIS: 0419000068
DIST-CO-RTE-PM04-MRN-101-R20.8/27.1
Award Date04/26/2022
Closeout DateNot set
Work DescriptionCIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL.
Location DescriptionMARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date06/17/2024 Sample Unique Key149
Date that the sample was received by the laboratory/organization performing the testing06/17/2024 Sample typeQuality Assurance
A brief description of the sampleAS-2 The quantity of what the sample constitutes12000 sqft
From where was the sample collectedJob Site First name of sampler or witnessed byCody
Last name of sampler or witnessed byCordero Title of sampler
Telephone number of sampler Laboratory sample identificationPet-24-226
Linked DIME Sample ID The fabricator/manufacturer/facility nameRoadway ex
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sample
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedSTA 334+00-340+00
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-06-17-149
DIME Test ID: 2024-06-17-149-2
Testing Lab: CT D04 - Petaluma Field Laboratory
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Test Release Date: 2024-08-12

Test Results


Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Cody Cordero
Date of test: 06/17/2024
Sum of Count or Density: 318375 g/cc
Average of Count or Density: 63675 g/cc
Sum of Moisture Count: 11982 g/cc
Average of Moisture Count: 2396 g/cc
Count Ratio Density: 1.92
Count Ratio Moisture: 0.25
Calculated Percent Relative Compaction: 98 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/12/2024