Summary for Test 2024-08-02-91-2

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 209109
DEA: 043G9004
EFIS: 0412000557
COOP: 042513
DIST-CO-RTE-PM04-SON-116,121-46.0/46.7,5.8/R7.4
Award Date07/31/2023
Closeout DateNot set
Work DescriptionMODIFY EXISTING STATE ROUTE 116,121 BONNEAU ROAD INTERSECTION FROM A 4 WAY STOP CONTROLLED INTERSECTION TO A ROUNDABOUT AND SIGNALIZED INTERSECTION.
Location DescriptionSONOMA COUNTY
QA Service Level1 (Verified on 08/15/2022)

Sample Information

Sample Taken Date08/02/2024 Sample Unique Key91
Date that the sample was received by the laboratory/organization performing the testing08/02/2024 Sample typeAcceptance
A brief description of the sampleAB2 The quantity of what the sample constitutes50 SQFT
From where was the sample collectedJob Site First name of sampler or witnessed byAnthony
Last name of sampler or witnessed byValdez Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSOILS PLUS
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure nameDS-8B
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 collectedDS-8B
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-08-02-91
DIME Test ID: 2024-08-02-91-2
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: 2024-09-20

Test Results


Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Anthony Valdez
Date of test: 08/02/2024
Gage No.: 688
Test No.: PET-24-378
Nuclear By: AV
Non-Bias Plan No.: 6
Depth: 8"
Material No.: no data
Material Type: AB2
Impact By: AV
Standard Count Density: 32698 g/cc
Count or Density 1: 28845 g/cc
Count or Density 2: 26616 g/cc
Count or Density 3: 26838 g/cc
Standard Count Moisture: 9585 g/cc
Moisture Count 1: 3006 g/cc
Moisture Count 2: 3066 g/cc
Moisture Count 3: 2811 g/cc
Sum of Count or Density: 82299 g/cc
Average of Count or Density: 27433 g/cc
Sum of Moisture Count: 8883 g/cc
Average of Moisture Count: 2961 g/cc
Count Ratio Density: 0.84
Count Ratio Moisture: 0.31
Calculated Percent Relative Compaction: 97 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/20/2024 ✔