Project Information

Project ID: 994820 DEA: 060V1104 EFIS: 0616000208 QA Service Level: 1

DIST-CO-RTE-PM: 06-FRE,KIN-5,41,198-Var

Work Description: STRATFORD KINGS RIVER BRIDGE REPLACEMENT.

Location Description: FRESNO AND KINGS COUNTIES AT VARIOUS LOCATIONS

Contractor Name: M.C.M. Construction, INC. (Richard McCall)

Contractor Address: 6413 32nd Street, North Highlands, Ca 95660

Resident Engineer: Din Dadawalla Structure Rep.: Martin Garcia

Sample Information

DIME Sample ID: 2024-07-10-25

TL Number from the TL Form:

Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory

Sample Organization Contact: (559) 341-3953

Type of Sample: Acceptance

Type of Material: Aggregate

Sample Taken Date: 07/10/2024

Date that the sample was received by the laboratory/organization performing the testing: 07/11/2024

The quantity of what the sample constitutes: 0-750 Tons

A brief description of the sample: 3/4 cold feed and rap

From where was the sample collected: Source

Laboratory sample identification:

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Granite Coalinga HMA Plant

Material Information

Source Identification (SMARA, name of Pit or Job Site): Granite Coalinga

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: Automatic Sampling Device @ Plant

Where the material sample would have been placed if not sampled:

Primary Aggregate Nominal Size: 3/4 inch

The concrete mix design number: 1466s

Lot number: 3

Sublot number: 1

Aggregate Mix Number: 1466s

Test Results

Test 1 of 2

DIME Test ID: 2024-07-10-25-1

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

Verified Date: 07/12/2024

Date Tested: 07/11/2024

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	97 %
Cumulative percent passing the 1/2 in. sieve	86 %
Cumulative percent passing the 3/8 in. sieve	76 %
Cumulative percent passing the #4 sieve	53 %
Cumulative percent passing the #8 sieve	39 %
Cumulative percent passing the #16 sieve	25 %
Cumulative percent passing the #30 sieve	16 %
Cumulative percent passing the #50 sieve	11 %
Cumulative percent passing the #100 sieve	6 %
Cumulative percent passing the #200 sieve	3.1 %

Test 2 of 2

DIME Test ID: 2024-07-10-25-2

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)