DIME - Test Summary

Summary for Test 2022-04-14-16-1

Test performed: CTM 231-March 2013

Project Identifiers	Project ID: 215109 DEA: 081C8504 EFIS: 0813000047
DIST-CO-RTE-PM	08-RIV-74-0.0/5.8
Award Date	11/12/2020
Closeout Date	06/02/2025
Work Description	ROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS.
Location Description	RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET
QA Service Level	1 (Verified on 02/24/2021)

Sample Taken Date	04/14/2022	Sample Unique Key	16
Date that the sample was received by the laboratory/organization performing the testing	04/14/2022	Sample type	Quality Assurance
A brief description of the sample	Soil	The quantity of what the sample constitutes	330SQF
From where was the sample collected	Job Site	First name of sampler or witnessed by	FERNANDO
Last name of sampler or witnessed by	CARRANZA	Title of sampler	Caltrans Consultant
Telephone number of sampler		Laboratory sample identification	04142022TEST 01
Linked DIME Sample ID		The fabricator/manufacturer/facility name	CTM 231 TEST LOCATION
Transportation Laboratory (TL) Number		Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name
Bid Item	Not set

Material Type	Soil	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 collected	AT THE JOBSITE
Where the material sample would have been placed if not sampled

DIME Sample ID: 2022-04-14-16

DIME Test ID: 2022-04-14-16-1

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: 2022-04-15

Method Type:: Standard Count

Number of Tests:: 3

Common Test Maximum Used:: No

Input Type: Measured

Tester's full name: FERNANDO CARRANZA

Date of test: 04/14/2022

Gage No.: 80489

Test No.: 1

Nuclear By: fernando carranza

Non-Bias Plan No.: 3

Depth: 12

Material No.: NATIVE

Material Type: DRAINAGE

Impact By: fernando carranza

Standard Count Density: 2353 g/cc

Count or Density 1: 493 g/cc

Count or Density 2: 491 g/cc

Count or Density 3: 465 g/cc

Standard Count Moisture: 818 g/cc

Moisture Count 1: 149 g/cc

Moisture Count 2: 167 g/cc

Moisture Count 3: 159 g/cc

Sum of Count or Density: 1449 g/cc

Average of Count or Density: 483 g/cc

Sum of Moisture Count: 475 g/cc

Average of Moisture Count: 158 g/cc

Count Ratio Density: 0.21

Count Ratio Moisture: 0.19

Calculated Percent Relative Compaction: 94 %

Reported Percent Relative Compaction: 94 %

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/15/2022 ✔