Project Information

Project ID: 210687 DEA: 07316604 QA Service Level: 1

DIST-CO-RTE-PM: 07-LA-1-41.8/42.1, 41.8-42.1

Work Description: INSTALL RSP TO PREVENT HIGH SURF FROM DESTROYING ROADWAY SUPPORT SLOPE, TRAVEL WAY

Location Description: IN LA,IN MALIBU 1MILE N/O TOPANGE CNY RD

Contractor Name: NORDIC INDUSTRIES, INC.

Contractor Address: 1437 FURNEAUX ROAD , OLIVEHURST, CA 95961

Resident Engineer: Gilbert Trujillo Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-12-15-72

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: 12/15/2023

Date that the sample was received by the laboratory/organization performing the testing: 12/15/2023

The quantity of what the sample constitutes: 1 bag

A brief description of the sample: Native Soil

From where was the sample collected: Source

Laboratory sample identification: 23-2262

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: 2023-12-15-72-1

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

Verified Date: 02/23/2024

Date Tested: 12/15/2023

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	2812 g/cc
Count or Density 1	1921 g/cc
Count or Density 2	1876 g/cc
Count or Density 3	1645 g/cc
Count or Density 4	1576 g/cc
Count or Density 5	1567 g/cc
Standard Count Moisture	724 g/cc
Moisture Count 1	120 g/cc
Moisture Count 2	126 g/cc
Moisture Count 3	121 g/cc
Moisture Count 4	111 g/cc
Moisture Count 5	105 g/cc
Sum of Count or Density	8585 g/cc
Average of Count or Density	1717 g/cc
Sum of Moisture Count	583 g/cc
Average of Moisture Count	116.6 g/cc
Calculated Percent Relative Compaction	97.3 %
Reported Percent Relative Compaction	97 %

Test 2 of 2

DIME Test ID: 2023-12-15-72-2

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