Summary for Test 2024-11-19-10-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 1000017
DEA: 042Q7004
EFIS: 0419000040
DIST-CO-RTE-PM04-CC-4-L0.0/R14.3
Award Date04/26/2024
Closeout DateNot set
Work DescriptionREPLACE ASPHALT CONCRETE SURFACING AND INSTALL MGS.
Location DescriptionCONTRA COSTA COUNTY IN HERCULES AND CONCORD FROM SAN PABLO AVENUE TO ROUTE 4/242 SEPARATION
QA Service Level1 (Verified on 01/08/2024)

Sample Information

Sample Taken Date11/19/2024 Sample Unique Key10
Date that the sample was received by the laboratory/organization performing the testing11/19/2024 Sample typeQuality Assurance
A brief description of the sampleClass II AB The quantity of what the sample constitutesSTA. 00+00 to 02+00
From where was the sample collectedJob Site First name of sampler or witnessed byDaniel
Last name of sampler or witnessed byRingler Title of samplerLab Technician
Telephone number of sampler7078161520 Laboratory sample identificationCon_24_944
Linked DIME Sample ID The fabricator/manufacturer/facility nameCounty Quarry
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 collectedWillow Ave HWY 4 WB
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-11-19-10
DIME Test ID: 2024-11-19-10-1
Testing Lab: CT D04 - Concord 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: 2024-11-26

Test Results


Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Calculated
Tester's full name: Jacob Vega
Date of test: 11/19/2024
Sum of Count or Density: 122783 g/cc
Average of Count or Density: 40928 g/cc
Sum of Moisture Count: 8115 g/cc
Average of Moisture Count: 2705 g/cc
Count Ratio Density: 30646
Count Ratio Moisture: 9905
Calculated Percent Relative Compaction: 94.6 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/26/2024 ✔