Project Information

Project ID: 994267 DEA: 07326204 EFIS: 0716000113 QA Service Level: 1

DIST-CO-RTE-PM: 07-LA-39-17.8

Work Description: CONSTRUCT BRIDGE, PLACE STRUCTURAL STEEL AND CONCRETE BARRIER.

Location Description: LOS ANGELES COUNTY IN AZUSA AT SAN GABRIEL RIVER BRIDGE

Contractor Name: FEC Future Contractors & Engineers, Inc

Contractor Address: 184 Technology Dr., Ste 2, Irvine, CA 92618

Resident Engineer: Joe Doughly Structure Rep.: Hadi Moradi

Sample Information

DIME Sample ID: 2023-04-03-38

TL Number from the TL Form: C006658

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: 04/03/2023

Date that the sample was received by the laboratory/organization performing the testing: 04/04/2023

The quantity of what the sample constitutes: 140 tons

A brief description of the sample: 3/4 AC Aggregate

From where was the sample collected: Manufacturer

Laboratory sample identification: 010

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Vulcan Materials Company Sun Valley

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-19-0035

The fabricator's/manufacturer's product name for the sample: 3/4 HMA Type A

The fabricator/manufacturer designation for the sample: 220826 SVA VLO

The plant number:

A detailed description of where the material sample was collected: Storage Bin

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: 2023-04-03-38-1

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

Verified Date: 04/12/2023

Date Tested: 04/05/2023

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?	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	94 %
Cumulative percent passing the 1/2 in. sieve	82 %
Cumulative percent passing the 3/8 in. sieve	75 %
Cumulative percent passing the #4 sieve	54 %
Cumulative percent passing the #8 sieve	39 %
Cumulative percent passing the #16 sieve	21 %
Cumulative percent passing the #30 sieve	14 %
Cumulative percent passing the #50 sieve	9 %
Cumulative percent passing the #100 sieve	6 %
Cumulative percent passing the #200 sieve	4.4 %

Test 2 of 2

DIME Test ID: 2023-04-03-38-2

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)