DIME - Test Summary

Summary for Test 2023-11-23-2-1

Test performed: CTM 231-March 2013

Project Identifiers	Project ID: 215220 DEA: 07210624 EFIS: 0719000068
DIST-CO-RTE-PM	07-LA,SBD-71-1.8/R4.7&R0.0/R0.2
Award Date	02/05/2021
Closeout Date	Not set
Work Description	PLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP.
Location Description	IN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE.
QA Service Level	1 (Verified on 03/24/2021)

Sample Taken Date	11/23/2023	Sample Unique Key	2
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 testing	11/23/2023
Sample type	Quality Assurance	A brief description of the sample	Native Soil
The quantity of what the sample constitutes	1 bag	From where was the sample collected	Source
First name of sampler or witnessed by	Alberto	Last name of sampler or witnessed by	Pineda-Gonzalez
Title of sampler		Telephone number of sampler
Laboratory sample identification	23-2073	Linked DIME Sample ID
The fabricator/manufacturer/facility name	N/A	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	N/A
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	CTM 231 Test Holes
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/8 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-11-23-2

DIME Test ID: 2023-11-23-2-1

Testing Lab: Alta Vista Solutions - Whittier

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: 2024-02-06

Method Type:: Direct Read

Number of Tests:: 3

Common Test Maximum Used:: No

Input Type: Measured

Tester's full name: Alberto Pineda-Gonzalez

Date of test: 11/23/2023

Gage No.: no data

Test No.: no data

Nuclear By: no data

Non-Bias Plan No.: no data

Depth: no data

Material No.: no data

Material Type: no data

Impact By: no data

Standard Count Density: 2689 g/cc

Count or Density 1: 316 g/cc

Count or Density 2: 329 g/cc

Count or Density 3: 316 g/cc

Standard Count Moisture: 692 g/cc

Moisture Count 1: 204 g/cc

Moisture Count 2: 178 g/cc

Moisture Count 3: 182 g/cc

Sum of Count or Density: 961.00 g/cc

Average of Count or Density: 320.33 g/cc

Sum of Moisture Count: 564.00 g/cc

Average of Moisture Count: 188.00 g/cc

Calculated Percent Relative Compaction: 98.3 %

Reported Percent Relative Compaction: 98 %

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

Test was verified on 2/6/2024 ✔