Summary for Test 2023-12-13-8-2

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 995361
DEA: 072XF604
EFIS: 0723000126
Award Date03/01/2023
Closeout DateNot set
Work DescriptionRebuild the eroded side slopes, rebuild the damaged shoulders, reconstruct the dike, repair the sinkhole on the shoulder, repair the eroded areas next to EP, behind guardrail, and around the flumes, reinstall guardrail, rebuild RSP, clean the drainage systems, construct a SPW
Location DescriptionNot set
QA Service Level1 (Verified on 11/27/2023)

Sample Information

Sample Taken Date12/13/2023 Sample Unique Key8
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 testing12/13/2023
Sample typeDepartment Acceptance A brief description of the sampleAggregate Base
The quantity of what the sample constitutes1200sqft From where was the sample collectedJob Site
First name of sampler or witnessed byChad Last name of sampler or witnessed byChotibhongs
Title of samplerMREA Telephone number of sampler2134076963
Laboratory sample identification23-2201 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

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)NA
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedCTM 231 Test Holes
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-12-13-8
DIME Test ID: 2023-12-13-8-2
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: 2023-12-13

Test Results

Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Chad Chotibhongs
Date of test: 12/13/2023
Gage No.: 60293
Test No.: 1
Nuclear By: Chad Chotibhongs
Non-Bias Plan No.: 10
Depth: 7
Material No.: On-site
Material Type: Aggregate Base
Impact By: Chad Chotibhongs
Standard Count Density: 2212 g/cc
Count or Density 1: 2.14 g/cc
Count or Density 2: 2.16 g/cc
Count or Density 3: 2.08 g/cc
Standard Count Moisture: 635 g/cc
Moisture Count 1: 0.22 g/cc
Moisture Count 2: 0.22 g/cc
Moisture Count 3: 0.23 g/cc
Sum of Count or Density: 6.38 g/cc
Average of Count or Density: 2.13 g/cc
Sum of Moisture Count: 0.67 g/cc
Average of Moisture Count: 0.22 g/cc
Calculated Percent Relative Compaction: 95.8 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/13/2023