Summary for Test 2022-04-12-7-2

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 Date08/01/2023
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 Date04/12/2022 Sample Unique Key7
Date that the sample was received by the laboratory/organization performing the testing04/12/2022 Sample typeDepartment Acceptance
A brief description of the sampleSubgrade The quantity of what the sample constitutes1125 sq. yd.
From where was the sample collectedJob Site First name of sampler or witnessed byPhilip
Last name of sampler or witnessed byMaquiran Title of samplerMREA
Telephone number of sampler2133581518 Laboratory sample identification22-0782
Linked DIME Sample ID The fabricator/manufacturer/facility nameSecurity Paving
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

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: 2022-04-12-7
DIME Test ID: 2022-04-12-7-2
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: 2022-04-13

Test Results


Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 04/12/2022
Sum of Count or Density: 10.48 g/cc
Average of Count or Density: 2.1 g/cc
Sum of Moisture Count: 0.74 g/cc
Average of Moisture Count: 0.15 g/cc
Calculated Percent Relative Compaction: 95 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/13/2022