Summary for Test 2022-08-26-11-2

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 214573
DEA: 073096U4
EFIS: 0719000091
DIST-CO-RTE-PM07-LA-210-R0.0/R9.7
Award Date04/03/2020
Closeout DateNot set
Work DescriptionPLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
QA Service Level1 (Verified on 06/05/2020)

Sample Information

Sample Taken Date08/26/2022 Sample Unique Key11
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 testing08/26/2022
Sample typeDepartment Acceptance A brief description of the sampleSubgrade
The quantity of what the sample constitutes875 CY 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 sampler8182096574
Laboratory sample identification22-2267 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFlatiron 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 location at subgrade
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-08-26-11
DIME Test ID: 2022-08-26-11-2
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: 2022-08-26

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: 08/26/2022
Gage No.: 30936
Test No.: 1
Nuclear By: jacinto villanueva
Non-Bias Plan No.: 5
Depth: 5
Material No.: on site
Material Type: subgrade
Impact By: jacinto villanueva
Standard Count Density: 1907 g/cc
Count or Density 1: 2.09 g/cc
Count or Density 2: 2.07 g/cc
Count or Density 3: 2.15 g/cc
Standard Count Moisture: 562 g/cc
Moisture Count 1: 0.1 g/cc
Moisture Count 2: 0.1 g/cc
Moisture Count 3: 0.08 g/cc
Sum of Count or Density: 6.31 g/cc
Average of Count or Density: 2.10 g/cc
Sum of Moisture Count: 0.28 g/cc
Average of Moisture Count: 0.09 g/cc
Calculated Percent Relative Compaction: 95.5 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/26/2022