DIME - Test Summary

Summary for Test 2023-09-12-52-1

Test performed: CTM 231-March 2013

Project Identifiers	Project ID: 993664 DEA: 073311U4 EFIS: 0719000098
DIST-CO-RTE-PM	07-VEN-23,101-R3.3/R3.7,0.2/40.8
Award Date	08/31/2022
Closeout Date	Not set
Work Description	CONSTRUCT GUARDRAILS AND CONCRETE BARRIER.
Location Description	VENTURA COUNTY IN THOUSAND OAKS, CAMARILLO, OXNARD AND VENTURA ON ROUTE 101 FROM THE LOS ANGELES /VENTURA COUNTY LINE TO OLD PACIFIC COAST HIGHWAY AND ON ROUTE 23 FROM ROUTE 23/101 SEPARATION TO HILLCREST DRIVE
QA Service Level	1 (Verified on 05/11/2022)

Sample Taken Date	09/12/2023	Sample Unique Key	52
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	09/12/2023
Sample type	Quality Assurance	A brief description of the sample	Class 2 Aggregate Base
The quantity of what the sample constitutes	1204 sqft	From where was the sample collected	Source
First name of sampler or witnessed by	Manuel	Last name of sampler or witnessed by	Uy
Title of sampler		Telephone number of sampler
Laboratory sample identification	23-1405	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: 2023-09-12-52

DIME Test ID: 2023-09-12-52-1

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: 2023-09-17

Method Type:: Standard Count

Number of Tests:: 3

Common Test Maximum Used:: No

Input Type: Measured

Tester's full name: Manuel Uy

Date of test: 09/12/2023

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: 3403 g/cc

Count or Density 1: 2566 g/cc

Count or Density 2: 2435 g/cc

Count or Density 3: 2465 g/cc

Standard Count Moisture: 1084 g/cc

Moisture Count 1: 313 g/cc

Moisture Count 2: 359 g/cc

Moisture Count 3: 335 g/cc

Sum of Count or Density: 7466 g/cc

Average of Count or Density: 2489 g/cc

Sum of Moisture Count: 1007 g/cc

Average of Moisture Count: 336 g/cc

Count Ratio Density: 0.73

Count Ratio Moisture: 0.31

Calculated Percent Relative Compaction: 95.5 %

Reported Percent Relative Compaction: 96 %

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

Test was verified on 9/17/2023 ✔