DIME - Test Summary

Summary for Test 2023-04-14-7-1

Test performed: CTM 231-March 2013

Project Identifiers	Project ID: 993141 DEA: 060V1204 EFIS: 0616000207
DIST-CO-RTE-PM	06-MAD-99-R6.9/R7.6
Award Date	06/22/2022
Closeout Date	Not set
Work Description	Cottonwood Creek Bridge Replacement - REPLACE BRIDGES AND CONSTRUCT RETAINING WALLS.
Location Description	MADERA COUNTY NEAR MADERA FROM 0.4 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO 0.1 MILE NORTH OF AVENUE 12 OVERCROSSING
QA Service Level	1 (Verified on 07/28/2021)

Sample Taken Date	04/14/2023	Sample Unique Key	7
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	04/14/2023
Sample type	Quality Assurance	A brief description of the sample	Pipe Backfill
The quantity of what the sample constitutes	750 Tons	From where was the sample collected	Job Site
First name of sampler or witnessed by	Noah	Last name of sampler or witnessed by	Hunt
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Unknown	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)	Jobsite material
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	Drainage system 8 B
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-04-14-7

DIME Test ID: 2023-04-14-7-1

Testing Lab: CT D06 - Millbrook Field Laboratory

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: 2023-04-14

Method Type:: Standard Count

Number of Tests:: 3

Common Test Maximum Used:: No

Input Type: Measured

Tester's full name: Allen Oliver

Date of test: 04/14/2023

Gage No.: 30679

Test No.: 2

Nuclear By: Noah Hunt

Non-Bias Plan No.: 4 Even

Depth: 8

Material No.: no data

Material Type: Rec Base

Impact By: Noah Hunt

Standard Count Density: 1998 g/cc

Count or Density 1: 1018 g/cc

Count or Density 2: 1007 g/cc

Count or Density 3: 998 g/cc

Standard Count Moisture: 627 g/cc

Moisture Count 1: 110 g/cc

Moisture Count 2: 100 g/cc

Moisture Count 3: 103 g/cc

Sum of Count or Density: 3023.00 g/cc

Average of Count or Density: 1008.00 g/cc

Sum of Moisture Count: 313.00 g/cc

Average of Moisture Count: 104.00 g/cc

Count Ratio Density: 0.50

Count Ratio Moisture: 0.17

Calculated Percent Relative Compaction: 98.6 %

Reported Percent Relative Compaction: 99 %

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

Test was verified on 4/14/2023 ✔