Summary for Test 2023-11-03-26-1

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 Date11/03/2023 Sample Unique Key26
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 testing11/03/2023
Sample typeQuality Assurance A brief description of the sampleCTM231 TEST 01
The quantity of what the sample constitutes2730SQF 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 identification11032023 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

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: 2023-11-03-26
DIME Test ID: 2023-11-03-26-1
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: 2023-11-06

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: 11/03/2023
Gage No.: 33197
Test No.: 1
Nuclear By: TONY PRICE
Non-Bias Plan No.: 6
Depth: 8
Material No.: stucural backfill
Material Type: SUBGRADE
Impact By: TONY PRICE
Standard Count Density: 1854 g/cc
Count or Density 1: 974 g/cc
Count or Density 2: 988 g/cc
Count or Density 3: 1004 g/cc
Standard Count Moisture: 584 g/cc
Moisture Count 1: 105 g/cc
Moisture Count 2: 99 g/cc
Moisture Count 3: 72 g/cc
Sum of Count or Density: 2966 g/cc
Average of Count or Density: 989 g/cc
Sum of Moisture Count: 276 g/cc
Average of Moisture Count: 92 g/cc
Count Ratio Density: 0.53
Count Ratio Moisture: 0.16
Calculated Percent Relative Compaction: 94.6 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/6/2023