Summary for Test 2022-02-18-4-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 214216
DEA: 071XM404
EFIS: 0719000232
DIST-CO-RTE-PM07-VEN-33-22.16, 22.16
Award Date06/21/2019
Closeout Date10/06/2022
Work DescriptionThis is the emergency project to repair pavement cracking, stabilize the eroded slope, construct a soldier pile tieback wall and reconstruct the steel post MGS
Location DescriptionVentura County on Route 33 at PM.22.16.
QA Service Level1 (Verified on 08/27/2019)

Sample Information

Sample Taken Date02/18/2022 Sample Unique Key4
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 testing02/18/2022
Sample typeAcceptance A brief description of the sampleSoil for Subgrade.
The quantity of what the sample constitutes1512 sq. feet From where was the sample collectedJob Site
First name of sampler or witnessed byJacinto Last name of sampler or witnessed byVillanueva
Title of samplerTEC Telephone number of sampler81820965747
Laboratory sample identification22-0331 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCase Pacific Construction Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleSubgrade
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedFrom various locations at subgrade.
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-02-18-4
DIME Test ID: 2022-02-18-4-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
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: 2022-02-21

Test Results

Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Jacinto Villanueva
Date of test: 02/18/2022
Gage No.: 31105
Test No.: 1
Nuclear By: Jacinto Villanueva
Non-Bias Plan No.: 3
Depth: 5
Material No.: on site
Material Type: subgrade
Impact By: Jacinto Villanueva
Standard Count Density: 2237 g/cc
Count or Density 1: 2.05 g/cc
Count or Density 2: 2.03 g/cc
Count or Density 3: 1.81 g/cc
Standard Count Moisture: 593 g/cc
Moisture Count 1: 0.18 g/cc
Moisture Count 2: 0.16 g/cc
Moisture Count 3: 0.16 g/cc
Sum of Count or Density: 5.89 g/cc
Average of Count or Density: 1.96 g/cc
Sum of Moisture Count: 0.50 g/cc
Average of Moisture Count: 0.17 g/cc
Calculated Percent Relative Compaction: 87.6 %
Reported Percent Relative Compaction: 88 %
General comments (publicly viewable) (Max 1000 characters): Rte 33 Drainage pad about 10 miles north of Ojai

Test was verified on 2/21/2022