Project Information

Project ID: 214336 DEA: 07302404 EFIS: 0713000488 QA Service Level: 1

DIST-CO-RTE-PM: 07-VEN-101-37/40

Work Description: PADRE JUAN REHAB

Location Description: VEN 101

Contractor Name: GRANITE CONSTRUCTION COMPANY

Contractor Address: 4820 McGrath Street, Suite 101, Ventura, CA 93003

Resident Engineer: Alfred Ira Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-07-21-32

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: 07/21/2023

Date that the sample was received by the laboratory/organization performing the testing: 07/21/2023

The quantity of what the sample constitutes: 13000 sqft

A brief description of the sample: Class 3 Aggregate Base

From where was the sample collected: Job Site

Laboratory sample identification: 23-1108

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: 2023-07-21-32-1

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

Verified Date: 07/26/2023

Date Tested: 07/21/2023

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	30352 g/cc
Count or Density 1	26080 g/cc
Count or Density 2	24480 g/cc
Count or Density 3	26444 g/cc
Count or Density 4	26584 g/cc
Count or Density 5	25484 g/cc
Standard Count Moisture	9592 g/cc
Moisture Count 1	2260 g/cc
Moisture Count 2	2396 g/cc
Moisture Count 3	2368 g/cc
Moisture Count 4	2300 g/cc
Moisture Count 5	2296 g/cc
Sum of Count or Density	129072.00 g/cc
Average of Count or Density	25814.00 g/cc
Sum of Moisture Count	11620.00 g/cc
Average of Moisture Count	2324.00 g/cc
Count Ratio Density	0.85
Count Ratio Moisture	0.24
Calculated Percent Relative Compaction	96.5 %
Reported Percent Relative Compaction	97 %

Test 2 of 2

DIME Test ID: 2023-07-21-32-2

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