Summary for Test 2025-07-16-82-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 995206
DEA: 07354804
EFIS: 0718000356
DIST-CO-RTE-PM07-LA-5808-
Award Date04/03/2024
Closeout DateNot set
Work DescriptionBUILDING WORK.
Location DescriptionLOS ANGELES COUNTY IN CULVER CITY AT THE CULVER CITY MAINTENANCE STATION AT 5650 SELMARAINE DRIVE
QA Service Level1 (Verified on 12/08/2023)

Sample Information

Sample Taken Date07/16/2025 Sample Unique Key82
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 testing07/16/2025
Sample typeQuality Assurance A brief description of the sampleNative Material
The quantity of what the sample constitutes280 SY From where was the sample collectedJob Site
First name of sampler or witnessed byEriberto Last name of sampler or witnessed byAragon
Title of samplerMaterials Tester Telephone number of sampler8186240301
Laboratory sample identification25-2281 Linked DIME Sample ID
The fabricator/manufacturer/facility nameN/A Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameLandscape Building Area Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)N/A
The fabricator's/manufacturer's product name for the sampleNative The fabricator/manufacturer designation for the sampleCompaction Testing
The plant number A detailed description of where the material sample was collectedJobsite
Where the material sample would have been placed if not sampledJobsite Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-07-16-82
DIME Test ID: 2025-07-16-82-1
Testing Lab: Alta Vista Solutions - Whittier
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: 2025-07-30

Test Results


Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Eriberto Aragon
Date of test: 07/16/2025
Gage No.: 86217
Test No.: 1
Nuclear By: Eriberto Aragon
Non-Bias Plan No.: 7
Depth: 7"
Material No.: Native
Material Type: Subgrade
Impact By: Eriberto Aragon
Standard Count Density: 2403 g/cc
Count or Density 1: 2479 g/cc
Count or Density 2: 2131 g/cc
Count or Density 3: 2489 g/cc
Standard Count Moisture: 770 g/cc
Moisture Count 1: 300 g/cc
Moisture Count 2: 292 g/cc
Moisture Count 3: 292 g/cc
Sum of Count or Density: 7099 g/cc
Average of Count or Density: 2366.33 g/cc
Sum of Moisture Count: 884 g/cc
Average of Moisture Count: 294.67 g/cc
Calculated Percent Relative Compaction: 91.9 %
Reported Percent Relative Compaction: 92 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/30/2025