DIME - Test Summary

Summary for Test 2022-10-10-69-1

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	10/10/2022	Sample Unique Key	69
Will the laboratory/organization for which you are a member perform testing on this material sample?	No	Date that the sample was received by the laboratory/organization performing the testing	10/10/2022
Sample type	Quality Assurance	A brief description of the sample	Class 3 Base
The quantity of what the sample constitutes	817 Square Feet.	From where was the sample collected	Job Site
First name of sampler or witnessed by	Dominic	Last name of sampler or witnessed by	Montemayor
Title of sampler		Telephone number of sampler
Laboratory sample identification	22-2693	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: 2022-10-10-69

DIME Test ID: 2022-10-10-69-1

Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953

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: 2022-10-27

Method Type:: Standard Count

Number of Tests:: 3

Common Test Maximum Used:: No

Input Type: Measured

Tester's full name: Dominic Montemayor

Date of test: 10/10/2022

Gage No.: 6946

Test No.: 1

Nuclear By: Dominic Montemayor

Non-Bias Plan No.: 2

Depth: 3

Material No.: Class 3 Base

Material Type: Class 3 Base

Impact By: Dominic Montemayor

Standard Count Density: 10075 g/cc

Count or Density 1: 21466 g/cc

Count or Density 2: 21453 g/cc

Count or Density 3: 22549 g/cc

Standard Count Moisture: 15818 g/cc

Moisture Count 1: 3719 g/cc

Moisture Count 2: 3772 g/cc

Moisture Count 3: 3206 g/cc

Sum of Count or Density: 65468 g/cc

Average of Count or Density: 21823 g/cc

Sum of Moisture Count: 10697 g/cc

Average of Moisture Count: 3566 g/cc

Count Ratio Density: 2.17

Count Ratio Moisture: 0.23

Calculated Percent Relative Compaction: 97.7 %

Reported Percent Relative Compaction: 98 %

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

Test was verified on 10/27/2022 ✔