Summary for Test 2022-09-24-2-2

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 214336
DEA: 07302404
EFIS: 0713000488
Award DateNot set
Closeout DateNot set
Work DescriptionPADRE JUAN REHAB
Location DescriptionVEN 101
QA Service Level1 (Verified on 02/26/2021)

Sample Information

Sample Taken Date09/24/2022 Sample Unique Key2
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 testing09/24/2022
Sample typeDepartment Acceptance A brief description of the sampleaggregate base
The quantity of what the sample constitutes1445 SY From where was the sample collectedJob Site
First name of sampler or witnessed byJacinto Last name of sampler or witnessed byVillanueva
Title of samplerTEC Telephone number of sampler8182096574
Laboratory sample identification22-2512 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleAggregate Base
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedFrom Variouys Location at Aggregate Base
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-09-24-2
DIME Test ID: 2022-09-24-2-2
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: 2022-09-25

Test Results

Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Jacinto Villanueva
Date of test: 09/24/2022
Gage No.: 30936
Test No.: 1
Nuclear By: jacinto villanueva
Non-Bias Plan No.: 5
Depth: 7
Material No.: on site
Material Type: aggregate base
Impact By: jacinto villanueva
Standard Count Density: 1919 g/cc
Count or Density 1: 1.96 g/cc
Count or Density 2: 2.09 g/cc
Count or Density 3: 2.19 g/cc
Count or Density 4: 2.1 g/cc
Count or Density 5: 2.12 g/cc
Standard Count Moisture: 552 g/cc
Moisture Count 1: 0.2 g/cc
Moisture Count 2: 0.22 g/cc
Moisture Count 3: 0.18 g/cc
Moisture Count 4: 0.09 g/cc
Moisture Count 5: 0.1 g/cc
Sum of Count or Density: 10.46 g/cc
Average of Count or Density: 2.09 g/cc
Sum of Moisture Count: 0.79 g/cc
Average of Moisture Count: 0.16 g/cc
Calculated Percent Relative Compaction: 98.7 %
Reported Percent Relative Compaction: 99 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/25/2022