Project Information

Project ID: 993235 DEA: 051H4504 EFIS: 0516000075 QA Service Level: 1

DIST-CO-RTE-PM: 05-SB-154-R31.8/R32.1

Work Description: CONSTRUCT CIDH CONCRETE PILES AND STRUCTURAL CONCRETE BRIDGE.

Location Description: SANTA BARBARA COUNTY IN AND NEAR SANTA BARBARA FROM PRIMAVERA ROAD UNDERCROSSING TO LA COLINA ROAD UNDERCROSSING

Contractor Name: CA Rasmussen

Contractor Address: 28548 LIVINGSTON AVENUE, VALENICA CA 91355

Resident Engineer: Jeffery Finn Structure Rep.: Emiliano Berntsen

Sample Information

DIME Sample ID: 2023-04-30-10

TL Number from the TL Form:

Sample Submitted By Organization: CT D05 - Carpinteria Field Laboratory

Sample Organization Contact: (805) 621-3616

Type of Sample: Quality Assurance

Type of Material: Aggregate

Sample Taken Date: 04/30/2023

Date that the sample was received by the laboratory/organization performing the testing: 05/01/2023

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

A brief description of the sample: RHMA-SP

From where was the sample collected: Supplier

Laboratory sample identification:

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Vulcan Saticoy

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-19-0020

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 Diverter

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

Primary Aggregate Nominal Size: 1/2 inch

The concrete mix design number:

Lot number: 1

Sublot number: 2

Aggregate Mix Number: 326123

Test Results

Test 1 of 2

DIME Test ID: 2023-04-30-10-1

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: 05/01/2023

Submitted By Organization: CT D05 - Carpinteria Field Laboratory

Organization Address: 21 Griffin Road North,

Organization City: Windsor

Organization State: CT

Organization Zipcode: 06095-1590

Organization Email: dlachaine@trccompanies.com

Organization Phone: (805) 621-3616

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	100 %
Cumulative percent passing the 1/2 in. sieve	99 %
Cumulative percent passing the 3/8 in. sieve	83 %
Cumulative percent passing the #4 sieve	33 %
Cumulative percent passing the #8 sieve	18 %
Cumulative percent passing the #16 sieve	11 %
Cumulative percent passing the #30 sieve	7 %
Cumulative percent passing the #50 sieve	5 %
Cumulative percent passing the #100 sieve	3 %
Cumulative percent passing the #200 sieve	2 %

Test 2 of 2

DIME Test ID: 2023-04-30-10-2

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)