Summary for Test 2024-01-19-11-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 993526
DEA: 07301704
EFIS: 0714000033
DIST-CO-RTE-PM07-LA-210,605-R33.6/R36.5,25.7/26.0
Award DateNot set
Closeout DateNot set
Work DescriptionSLOPE PAVING, PLANT ESTABLISHMENT AND MODIFYING IRRIGATION SYSTEM.
Location DescriptionLOS ANGELES COUNTY IN MONROVIA, DUARTE AND IRWINDALE AT VARIOUS LOCATIONS ON ROUTE 210 FROM 0.1 MILE WEST OF SOUTH MAGNOLIA AVENUE UNDERCROSSING TO 0.1 MILE EAST OF ROUTE 210/605 SEPARATION AND ON ROUTE 605 FROM 0.1 MILE SOUTH TO 0.2 MILE NORTH OF ROUTE 2
QA Service Level1 (Verified on 04/19/2022)

Sample Information

Sample Taken Date01/19/2024 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 testing01/19/2024
Sample typeAcceptance A brief description of the sampleAggregate Base
The quantity of what the sample constitutes1224 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 identification24-0209 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Sun Valley 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 sampleAggregate Base
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: 2024-01-19-11
DIME Test ID: 2024-01-19-11-1
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: 2024-01-19

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: 01/19/2024
Gage No.: 60203
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 4
Depth: 3
Material No.: no data
Material Type: Aggregate Base
Impact By: Michelangelo Sese
Standard Count Density: 2289 g/cc
Count or Density 1: 1.75 g/cc
Count or Density 2: 1.83 g/cc
Count or Density 3: 1.78 g/cc
Standard Count Moisture: 645 g/cc
Moisture Count 1: 0.15 g/cc
Moisture Count 2: 0.18 g/cc
Moisture Count 3: 0.2 g/cc
Sum of Count or Density: 5.36 g/cc
Average of Count or Density: 1.79 g/cc
Sum of Moisture Count: 0.53 g/cc
Average of Moisture Count: 0.18 g/cc
Calculated Percent Relative Compaction: 84.7 %
Reported Percent Relative Compaction: 85 %
General comments (publicly viewable) (Max 1000 characters): EB Rte. 210 Right Side Gore of Mountain Ave Off-Ramp Sta. 33+25 to Sta. 34+78

Test was verified on 1/19/2024