Project Information

Project ID: 994884 DEA: 061A3204 EFIS: 0619000233 QA Service Level: 1

DIST-CO-RTE-PM: 06-FRE-180-R62.9/R65.3

Work Description:

Location Description:

Contractor Name: CAL VALLEY CONSTRUCTION

Contractor Address: 5125 N. Gates Ave, Ste 102, Fresno, CA 93722

Resident Engineer: Chris Wilfong Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-08-08-22

TL Number from the TL Form:

Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory

Sample Organization Contact: (559) 341-3953

Type of Sample: Quality Assurance

Type of Material: Aggregate

Sample Taken Date: 08/08/2023

Date that the sample was received by the laboratory/organization performing the testing: 08/08/2023

The quantity of what the sample constitutes: 1625

A brief description of the sample: Coldfeed

From where was the sample collected: Manufacturer

Laboratory sample identification:

Structure unique identifier:

Structure name: Hwy 180

The fabricator/manufacturer/facility name: Vulcan Ashlan

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-20-0016

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: Cold Feed Sampling 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: 8

Aggregate Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2023-08-08-22-1

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

Verified Date: 08/17/2023

Date Tested: 08/09/2023

Submitted By Organization: CT D06 - Millbrook Field Laboratory

Organization Address: 1352 W. Olive Ave,

Organization City: Fresno

Organization State: CA

Organization Zipcode: 93728

Organization Email: tomas.silva@dot.ca.gov

Organization Phone: (559) 417-5341

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 2 in. sieve	no data
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	83 %
Cumulative percent passing the 3/8 in. sieve	70 %
Cumulative percent passing the #4 sieve	51 %
Cumulative percent passing the #8 sieve	36 %
Cumulative percent passing the #16 sieve	28 %
Cumulative percent passing the #30 sieve	20 %
Cumulative percent passing the #50 sieve	12 %
Cumulative percent passing the #100 sieve	6 %
Cumulative percent passing the #200 sieve	3.3 %

Test 2 of 2

DIME Test ID: 2023-08-08-22-2

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)