Summary for Test 2023-05-11-44-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 214549
DEA: 081H2904
EFIS: 0817000006
DIST-CO-RTE-PM08-SBD-173-18.7
Award Date08/20/2020
Closeout Date10/02/2024
Work DescriptionSTRUCTURAL CONCRETE SOIL NAIL WALL AND SOLDIER PILE WALL.
Location DescriptionSAN BERNARDINO COUNTY NEAR CEDAR GLEN AT 0.1 MILE SOUTH OF HOSPITAL ROAD
QA Service Level1 (Verified on 01/13/2020)

Sample Information

Sample Taken Date05/11/2023 Sample Unique Key44
Date that the sample was received by the laboratory/organization performing the testing05/11/2023 Sample typeQuality Assurance
A brief description of the sampleCTM231 TEST 01 The quantity of what the sample constitutes4400SQF
From where was the sample collectedJob Site First name of sampler or witnessed bytony
Last name of sampler or witnessed byprice Title of samplertet
Telephone number of sampler Laboratory sample identification05112023 TEST 01
Linked DIME Sample ID The fabricator/manufacturer/facility namere sadique hossain
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 collectedAT THE JOBSITE
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-05-11-44
DIME Test ID: 2023-05-11-44-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
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: 2023-05-15

Test Results


Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: tony price
Date of test: 05/11/2023
Gage No.: 33197
Test No.: 1
Nuclear By: TONY PRICE
Non-Bias Plan No.: 2
Depth: 8
Material No.: AGGREGATE BASE
Material Type: AGGREGATE BASE CLASS 2
Impact By: TONY PRICE
Standard Count Density: 1851 g/cc
Count or Density 1: 712 g/cc
Count or Density 2: 931 g/cc
Count or Density 3: 817 g/cc
Standard Count Moisture: 584 g/cc
Moisture Count 1: 95 g/cc
Moisture Count 2: 66 g/cc
Moisture Count 3: 75 g/cc
Sum of Count or Density: 2460 g/cc
Average of Count or Density: 820 g/cc
Sum of Moisture Count: 236 g/cc
Average of Moisture Count: 79 g/cc
Count Ratio Density: 0.44
Count Ratio Moisture: 0.14
Calculated Percent Relative Compaction: 97 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/15/2023 ✔