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: 2023-02-03-45

TL Number from the TL Form:

Sample Submitted By Organization: CT D07 - Plant Services

Sample Organization Contact: 562-345-3126

Type of Sample: Acceptance

Type of Material: Aggregate

Sample Taken Date: 02/03/2023

Date that the sample was received by the laboratory/organization performing the testing: 02/28/2023

The quantity of what the sample constitutes: 2 bags of Coldfeed Aggs @ 800 tons

A brief description of the sample: Coldfeed Aggregates

From where was the sample collected: Source

Laboratory sample identification:

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Granite Construction - Santa Paula

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-19-0046

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: Coldfeed Chute

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: 1

Sublot number: 2

Aggregate Mix Number: 1556

Test Results

Test 1 of 2

DIME Test ID: 2023-02-03-45-1

Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)

Verified Date: 03/02/2023

Date Tested: 02/28/2023

Submitted By Organization: CT D07 - Plant Services

Organization Address: 13230 East Firestone Boulevard, Suite G,

Organization City: Santa Fe Springs

Organization State: CA

Organization Zipcode: 90670

Organization Email: victor.zengler@dot.ca.gov

Organization Phone: (562) 345-3126

General Comments for this Test:

Test Result Compliance: complies

Additional Comments When Verified:

What type of gradation is being tested?	HMA Gradation
Cumulative percent passing the 1 1/2 in. sieve	100 %
Cumulative percent passing the 1 in. sieve	100 %
Cumulative percent passing the 3/4 in. sieve	98 %
Cumulative percent passing the 1/2 in. sieve	78 %
Cumulative percent passing the 3/8 in. sieve	67 %
Cumulative percent passing the #4 sieve	30 %
Cumulative percent passing the #8 sieve	17 %
Cumulative percent passing the #16 sieve	12 %
Cumulative percent passing the #30 sieve	8 %
Cumulative percent passing the #50 sieve	5 %
Cumulative percent passing the #100 sieve	3 %
Cumulative percent passing the #200 sieve	1.9 %

Test 2 of 2

DIME Test ID: 2023-02-03-45-2

Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)