Summary for Test 2026-10-08-40-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 1000510
DEA: 060W79U4
EFIS: 0622000189
DIST-CO-RTE-PM06-KER,TUL-99-56.4/57.6,0.0/13.5
Award Date04/10/2025
Closeout DateNot set
Work DescriptionRDWY EXC, HMA, AGGREGATE BASE, CRCP, SIGN STR, AND STR EXC.
Location DescriptionKERN AND TULARE COUNTIES IN AND NEAR DELANO FROM 0.2 MILE SOUTH OF CECIL AVENUE OVERCROSSING TO 0.7 MILE NORTH OF AVENUE 100 OVERCROSSING
QA Service Level1 (Verified on 08/26/2024)

Sample Information

Sample Taken Date10/08/2026 Sample Unique Key40
Date that the sample was received by the laboratory/organization performing the testing10/15/2026 Sample typeAcceptance
A brief description of the sampleClass 2 AB The quantity of what the sample constitutes40 lbs class 2 AB
From where was the sample collectedJob Site First name of sampler or witnessed byNeale
Last name of sampler or witnessed byBrown Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameONSITE
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid Item3906192

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 collectedCTM 231 Test Holes
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2026-10-08-40
DIME Test ID: 2026-10-08-40-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
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: 2026-10-15

Test Results


Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 10/15/2026
Gage No.: 30683
Test No.: 327
Nuclear By: Neale Brown
Non-Bias Plan No.: 7
Depth: 5
Material No.: no data
Material Type: Class 2 AB recycled
Impact By: Neale Brown
Standard Count Density: 1560 g/cc
Count or Density 1: 2.2 g/cc
Count or Density 2: 2.23 g/cc
Count or Density 3: 2.14 g/cc
Standard Count Moisture: 655 g/cc
Moisture Count 1: 0.14 g/cc
Moisture Count 2: 0.14 g/cc
Moisture Count 3: 0.14 g/cc
Sum of Count or Density: 6.57 g/cc
Average of Count or Density: 2.19 g/cc
Sum of Moisture Count: 0.42 g/cc
Average of Moisture Count: 0.14 g/cc
Calculated Percent Relative Compaction: 95.2 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-0W79U4_37038_261015_327pdf303.72 KB10/15/20262026-10-08-40-1   Info

Test was verified on 10/15/2026 ✔