Summary for Test 2025-09-19-21-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 210687
DEA: 07316604
DIST-CO-RTE-PM07-LA-1-41.8/42.1, 41.8-42.1
Award Date12/31/1969
Closeout Date08/22/2018
Work DescriptionINSTALL RSP TO PREVENT HIGH SURF FROM DESTROYING ROADWAY SUPPORT SLOPE, TRAVEL WAY
Location DescriptionIN LA,IN MALIBU 1MILE N/O TOPANGE CNY RD
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date09/19/2025 Sample Unique Key21
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 testing09/19/2025
Sample typeQuality Assurance A brief description of the sampleNative
The quantity of what the sample constitutes1,594 SY From where was the sample collectedJob Site
First name of sampler or witnessed byDominic Last name of sampler or witnessed byMontemayor
Title of samplerMaterials Tester Telephone number of sampler909-701-8239
Laboratory sample identification25-3118 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 nameSR-14 SB Ave K Between Off-Ramp and Loop On Ramp Mainline 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 sampleCompactions 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: 2025-09-19-21
DIME Test ID: 2025-09-19-21-1
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: 2025-09-25

Test Results


Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Dominic Montemayor
Date of test: 09/19/2025
Gage No.: 6682
Test No.: 199.1
Nuclear By: Dominic Montemayor
Non-Bias Plan No.: 3
Depth: 7"
Material No.: Native
Material Type: Subgrade
Impact By: Dominic Montemayor
Standard Count Density: 10504 g/cc
Count or Density 1: 9553 g/cc
Count or Density 2: 8985 g/cc
Count or Density 3: 8932 g/cc
Count or Density 4: 8506 g/cc
Count or Density 5: 8822 g/cc
Standard Count Moisture: 19448 g/cc
Moisture Count 1: 3202 g/cc
Moisture Count 2: 3679 g/cc
Moisture Count 3: 3091 g/cc
Moisture Count 4: 2935 g/cc
Moisture Count 5: 3750 g/cc
Sum of Count or Density: 44798 g/cc
Average of Count or Density: 8959.6 g/cc
Sum of Moisture Count: 16657 g/cc
Average of Moisture Count: 3331.4 g/cc
Calculated Percent Relative Compaction: 96.4 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/25/2025