Summary for Test 2026-01-24-1-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 1000851
DEA: 07351704
EFIS: 0718000204
DIST-CO-RTE-PM07-VEN-118,118-15.6/R17.9
Award Date03/25/2025
Closeout DateNot set
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HMA.
Location DescriptionVENTURA COUNTY IN MOORPARK AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 03/11/2025)

Sample Information

Sample Taken Date01/24/2026 Sample Unique Key1
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 testing01/24/2026
Sample typeAcceptance A brief description of the sampleAggregate Base
The quantity of what the sample constitutes3528 SF From where was the sample collectedJob Site
First name of sampler or witnessed byMichelangelo Last name of sampler or witnessed bySese
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan 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 sample
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedJobsite
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2026-01-24-1
DIME Test ID: 2026-01-24-1-1
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: 2026-01-24

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: 01/24/2026
Gage No.: 60203
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 4
Depth: 7
Material No.: no data
Material Type: Aggregate Base
Impact By: Michelangelo Sese
Standard Count Density: 2221 g/cc
Count or Density 1: 2.02 g/cc
Count or Density 2: 2.03 g/cc
Count or Density 3: 2.04 g/cc
Standard Count Moisture: 646 g/cc
Moisture Count 1: 0.15 g/cc
Moisture Count 2: 0.16 g/cc
Moisture Count 3: 0.17 g/cc
Sum of Count or Density: 6.09 g/cc
Average of Count or Density: 2.03 g/cc
Sum of Moisture Count: 0.48 g/cc
Average of Moisture Count: 0.16 g/cc
Calculated Percent Relative Compaction: 94.4 %
Reported Percent Relative Compaction: 94 %
General comments (publicly viewable) (Max 1000 characters): Rte. 118 & Maureen Lane

Test was verified on 1/24/2026