Summary for Test 2025-07-15-54-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 1000826
DEA: 07344504
EFIS: 0718000061
DIST-CO-RTE-PM07-VEN-150-
Award Date02/14/2025
Closeout DateNot set
Work DescriptionCOLD PLANE AND OVERLAY, MODIFY TRAFFIC SIGNALS AND REPLACE CURB RAMPS.
Location DescriptionVENTURA COUNTY IN SANTA PAULA FROM 0.2 MILE NORTH OF BRIDGE ROAD TO SANTA MARIA STREET
QA Service Level1 (Verified on 01/27/2025)

Sample Information

Sample Taken Date07/15/2025 Sample Unique Key54
Date that the sample was received by the laboratory/organization performing the testing07/15/2025 Sample typeAcceptance
A brief description of the sampleAggregate Base The quantity of what the sample constitutes57 sq. yd. (approx.)
From where was the sample collectedJob Site First name of sampler or witnessed byPhilip
Last name of sampler or witnessed byMaquiran Title of sampler
Telephone number of sampler(213) 358-1518 Laboratory sample identification25-2263
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite
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 collectedFrom various location at Aggregate Base
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-07-15-54
DIME Test ID: 2025-07-15-54-1
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: 2025-07-17

Test Results


Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 07/15/2025
Sum of Count or Density: 6.26 g/cc
Average of Count or Density: 2.09 g/cc
Sum of Moisture Count: 0.51 g/cc
Average of Moisture Count: 0.17 g/cc
Calculated Percent Relative Compaction: 96.3 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/17/2025 ✔