Summary for Test 2024-04-07-6-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 994582
DEA: 073203U4
EFIS: 0722000071
DIST-CO-RTE-PM07-LA-91,605-R16.6/R16.8,R0.0/R10.4
Award Date06/20/2023
Closeout DateNot set
Work DescriptionPLACE CONCRETE PAVEMENT AND HIGH FRICTION SURFACE TREATMENT.
Location DescriptionLOS ANGELES COUNTY ON ROUTE 605 FROM 0.2 MILE NORTH OF KATELLA AVENUE UNDECROSSING TO 0.1 MILE NORTH OF TELEGRAPH ROAD UNDERCROSSING AND ON ROUTE 91 FROM 0.4 MILE WEST OF ROUTE 605 UNDERCROSSING TO 0.2 MILE WEST OF ROUTE 605 UNDERCROSSING
QA Service Level1 (Verified on 07/12/2023)

Sample Information

Sample Taken Date04/07/2024 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 testing04/07/2024
Sample typeDepartment Acceptance A brief description of the sampleSubgrade
The quantity of what the sample constitutes80 cy From where was the sample collectedJob Site
First name of sampler or witnessed byLou Ralph Last name of sampler or witnessed byAchuela
Title of samplerTET Telephone number of sampler2138170504
Laboratory sample identification24-0593 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 collectedFrom various locations at subgrade
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-04-07-6
DIME Test ID: 2024-04-07-6-1
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: 2024-04-12

Test Results


Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Lou Ralph Achuela
Date of test: 04/07/2024
Gage No.: 31104
Test No.: 1
Nuclear By: Lou Ralph Achuela
Non-Bias Plan No.: 2
Depth: 11''
Material No.: On-Site
Material Type: Subgrade
Impact By: Lou Ralph Achuela
Standard Count Density: 2015 g/cc
Count or Density 1: 435 g/cc
Count or Density 2: 451 g/cc
Count or Density 3: 419 g/cc
Standard Count Moisture: 662 g/cc
Moisture Count 1: 209 g/cc
Moisture Count 2: 189 g/cc
Moisture Count 3: 201 g/cc
Sum of Count or Density: 1305.00 g/cc
Average of Count or Density: 435.00 g/cc
Sum of Moisture Count: 599.00 g/cc
Average of Moisture Count: 200.00 g/cc
Count Ratio Density: 0.22
Count Ratio Moisture: 0.30
Calculated Percent Relative Compaction: 96.3 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/12/2024