Summary for Test 2022-04-11-2-2

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 211260
DEA: 072159U4
EFIS: 0715000160
DIST-CO-RTE-PM07-LA,ORA-5-0.0/1.5, 44.3/44.4
Award Date05/27/2016
Closeout DateNot set
Work DescriptionCONSTRUCT HOV LANES AND MIX FLOW LANES.
Location DescriptionLOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK
QA Service Level1 (Verified on 03/16/2016)

Sample Information

Sample Taken Date04/11/2022 Sample Unique Key2
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 testing04/11/2022
Sample typeAcceptance A brief description of the sampleSoils for Subgrade
The quantity of what the sample constitutes10,125 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 sampler8182096574
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSecurity Paving company 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: 2022-04-11-2
DIME Test ID: 2022-04-11-2-2
Testing Lab: CT D07 - Material Lab, 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: 2022-04-11

Test Results


Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Jacinto Villanueva
Date of test: 04/11/2022
Gage No.: 31105
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: 2231 g/cc
Count or Density 1: 2.15 g/cc
Count or Density 2: 2.11 g/cc
Count or Density 3: 2.03 g/cc
Count or Density 4: 1.96 g/cc
Count or Density 5: 2.02 g/cc
Standard Count Moisture: 594 g/cc
Moisture Count 1: 0.19 g/cc
Moisture Count 2: 0.17 g/cc
Moisture Count 3: 0.14 g/cc
Moisture Count 4: 0.12 g/cc
Moisture Count 5: 0.14 g/cc
Sum of Count or Density: 10.27 g/cc
Average of Count or Density: 2.05 g/cc
Sum of Moisture Count: 0.76 g/cc
Average of Moisture Count: 0.15 g/cc
Calculated Percent Relative Compaction:93.8 %
Reported Percent Relative Compaction:94 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/11/2022