Project Information

Project ID: 215420 DEA: 060R2104 EFIS: 0614000058 QA Service Level: 1

DIST-CO-RTE-PM: 06-MAD-41-6.2/9.2

Work Description: FOR CONSTRUCTION ON STATE HIGHWAY IN MADERA COUNTY NEAR MADERA FROM 0.1 MILE NORTH OF AVENUE 15 TO 2.2 MILES NORTH OF FRIANT MADERA CANAL BRIDGE

Location Description: MADERA COUNTY NEAR MADERA FROM 0.1 MILE NORTH OF AVENUE 15 TO 2.2 MILES NORTH OF FRIANT MADERA CANAL BRIDGE

Contractor Name: CAL VALLEY CONSTRUCTION

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

Resident Engineer: Ryan Wilson Structure Rep.: Ramandeep Guraya

Sample Information

DIME Sample ID: 2023-06-23-31

TL Number from the TL Form:

Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory

Sample Organization Contact: (559) 417-5341

Type of Sample: Quality Assurance

Type of Material: Aggregate

Sample Taken Date: 06/23/2023

Date that the sample was received by the laboratory/organization performing the testing: 06/26/2023

The quantity of what the sample constitutes: 500 CY

A brief description of the sample: Class 2 Aggregate Base

From where was the sample collected: Job Site

Laboratory sample identification:

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Austin Base Rock

Material Information

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

The fabricator's/manufacturer's product name for the sample: Base Rock

The fabricator/manufacturer designation for the sample:

The plant number:

A detailed description of where the material sample was collected: STA 13800

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:

Sublot number:

Aggregate Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2023-06-23-31-1

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

Verified Date: 06/28/2023

Date Tested: 06/26/2023

Submitted By Organization: CT D06 - Millbrook Field Laboratory

Organization Address: 3240 North Millbrook Avenue,

Organization City: Fresno

Organization State: CA

Organization Zipcode: 93726

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?	Combined Gradation
Cumulative percent passing the 2 in. sieve	100 %
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	97 %
Cumulative percent passing the 1/2 in. sieve	83 %
Cumulative percent passing the 3/8 in. sieve	71 %
Cumulative percent passing the #4 sieve	55 %
Cumulative percent passing the #8 sieve	41 %
Cumulative percent passing the #16 sieve	30 %
Cumulative percent passing the #30 sieve	23 %
Cumulative percent passing the #50 sieve	17 %
Cumulative percent passing the #100 sieve	12 %
Cumulative percent passing the #200 sieve	7.6 %

Test 2 of 2

DIME Test ID: 2023-06-23-31-2

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)