DIME - Test Summary

Summary for Test 2023-09-05-31-1

Test performed: CTM 231-March 2013

Project Identifiers	Project ID: 994191 DEA: 081G8304 EFIS: 0816000079
DIST-CO-RTE-PM	08-SBD-40-R100.8/R101.8
Award Date	02/07/2023
Closeout Date	08/29/2025
Work Description	HMA, STRUCTURAL CONC, BAR REINFORCING STEEL, CRSP & IMPORTED BORROW.
Location Description	SAN BERNARDINO COUNTY AT ESSEX FROM 1.1 MILES EAST OF ESSEX ROAD OVERCROSSING TO 0.5 MILE EAST OF HALFWAY HILLS WASH BRIDGE
QA Service Level	1 (Verified on 03/30/2023)

Sample Taken Date	09/05/2023	Sample Unique Key	31
Date that the sample was received by the laboratory/organization performing the testing	09/05/2023	Sample type	Quality Assurance
A brief description of the sample	CTM231 TEST 01	The quantity of what the sample constitutes	3600 Square Feet
From where was the sample collected	Job Site	First name of sampler or witnessed by	francisco
Last name of sampler or witnessed by	Ruvaicaba	Title of sampler	TET
Telephone number of sampler		Laboratory sample identification	09052023 TEST 02
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: 2023-09-05-31

DIME Test ID: 2023-09-05-31-1

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: 2023-09-08

Method Type:: Standard Count

Number of Tests:: 3

Common Test Maximum Used:: No

Input Type: Measured

Tester's full name: francisco Ruvaicaba Jr.

Date of test: 09/05/2023

Gage No.: 33196

Test No.: 2

Nuclear By: francisco Ruvaicaba Jr

Non-Bias Plan No.: 4

Depth: 8

Material No.: NATIVE

Material Type: SUBGRADE

Impact By: francisco Ruvaicaba Jr

Standard Count Density: 1774 g/cc

Count or Density 1: 1505 g/cc

Count or Density 2: 1636 g/cc

Count or Density 3: 1598 g/cc

Standard Count Moisture: 747 g/cc

Moisture Count 1: 110 g/cc

Moisture Count 2: 88 g/cc

Moisture Count 3: 76 g/cc

Sum of Count or Density: 4739 g/cc

Average of Count or Density: 1580 g/cc

Sum of Moisture Count: 274 g/cc

Average of Moisture Count: 91 g/cc

Count Ratio Density: 0.89

Count Ratio Moisture: 0.12

Calculated Percent Relative Compaction: 96.3 %

Reported Percent Relative Compaction: 96 %

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

Test was verified on 9/8/2023 ✔