Project Information

Project ID: 993664 DEA: 073311U4 EFIS: 0719000098 QA Service Level: 1

DIST-CO-RTE-PM: 07-VEN-23,101-R3.3/R3.7,0.2/40.8

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

Contractor Name: Peterson Chase General Engineering

Contractor Address: 16351 Construction Circle West, Irvine, CA 92606

Resident Engineer: Alfred Ira Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-09-12-52

TL Number from the TL Form:

Sample Submitted By Organization: Alta Vista Solutions - Whittier

Sample Organization Contact: (510) 542-9827

Type of Sample: Quality Assurance

Type of Material: Aggregate

Sample Taken Date: 09/12/2023

Date that the sample was received by the laboratory/organization performing the testing: 09/12/2023

The quantity of what the sample constitutes: 1204 sqft

A brief description of the sample: Class 2 Aggregate Base

From where was the sample collected: Source

Laboratory sample identification: 23-1405

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: n/a

Material Information

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:

Test Results

Test 1 of 2

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

Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages

Verified Date: 09/17/2023

Date Tested: 09/12/2023

Submitted By Organization: Alta Vista Solutions - Whittier

Organization Address: 12409 Slauson Avenue, Suite I,

Organization City: Whittier

Organization State: CA

Organization Zipcode: 90606

Organization Email: nicholas.hoffmann@oneatlas.com

Organization Phone: (510) 542-9827

General Comments for this Test:

Test Result Compliance:

Additional Comments When Verified:

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	7466.00 g/cc
Average of Count or Density	2489.00 g/cc
Sum of Moisture Count	1007.00 g/cc
Average of Moisture Count	336.00 g/cc
Count Ratio Density	0.73
Count Ratio Moisture	0.31
Calculated Percent Relative Compaction	95.5 %
Reported Percent Relative Compaction	96 %

Test 2 of 2

DIME Test ID: 2023-09-12-52-2

Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates