Summary for Test 2023-07-19-6-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 214336
DEA: 07302404
EFIS: 0713000488
Award DateNot set
Closeout DateNot set
Work DescriptionPADRE JUAN REHAB
Location DescriptionVEN 101
QA Service Level1 (Verified on 02/26/2021)

Sample Information

Sample Taken Date07/19/2023 Sample Unique Key6
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 testing07/19/2023
Sample typeDepartment Acceptance A brief description of the sampleSubgrade
The quantity of what the sample constitutes8320 SF From where was the sample collectedJob Site
First name of sampler or witnessed byMichelangelo Last name of sampler or witnessed bySese
Title of samplerTET Telephone number of sampler310-345-6204
Laboratory sample identification23-1099 Linked DIME Sample ID
The fabricator/manufacturer/facility nameNA 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 collectedVarious locations
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-07-19-6
DIME Test ID: 2023-07-19-6-1
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: 2023-07-19

Test Results

Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 07/19/2023
Gage No.: 60203
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 3
Depth: 5
Material No.: no data
Material Type: Subgrade
Impact By: Michelangelo Sese
Standard Count Density: 2328 g/cc
Count or Density 1: 2.14 g/cc
Count or Density 2: 2.12 g/cc
Count or Density 3: 2.06 g/cc
Standard Count Moisture: 643 g/cc
Moisture Count 1: 0.23 g/cc
Moisture Count 2: 0.2 g/cc
Moisture Count 3: 0.21 g/cc
Sum of Count or Density: 6.32 g/cc
Average of Count or Density: 2.11 g/cc
Sum of Moisture Count: 0.64 g/cc
Average of Moisture Count: 0.21 g/cc
Calculated Percent Relative Compaction: 95.3 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters): NB US-101 PM R36.6 North of Padre Juan Rd OC Sta. 2053+15 to Sta. 2056+35

Test was verified on 7/19/2023