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Sample Record for 2025-07-18-50

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Project Information

Project ID: 1000015 DEA: 033H8304 EFIS: 0318000075 QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA-49-3.5/7.5
Work Description: CONSTRUCT SIDEWALKS, CURB RAMPS AND DRAINAGE FACILITIES. CONSTRUCT PEDESTRIAN BRIDGE
Location Description: PLACER COUNTY IN AND NEAR AUBURN FROM 0.3 MILE NORTH OF ROUTE 80/49 SEPARATION TO 0.1 MILE NORTH OF DRY CREEK ROAD
Contractor Name: PACIFIC INFRASTRUCTURE CONSTRUCTION, LLC
Contractor Address: 871 COTTING COURT STE A, VACAVILLE CA 95688
Resident Engineer: Lucas Price Structure Rep.: Eric Duray

Sample Information

DIME Sample ID: 2025-07-18-50
TL Number from the TL Form:
Sample Submitted By Organization: Blackburn Consulting
Sample Organization Contact: (916) 375-8706
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 07/18/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/18/2025
The quantity of what the sample constitutes: 33.75
A brief description of the sample: 4 x 8 concrete cylinders (9 total)
From where was the sample collected: Job Site
Laboratory sample identification: 3023
Structure unique identifier:
Structure name: Rock Creek Pedestrian Bridge
The fabricator/manufacturer/facility name: Folsom Ready Mix

Material Information

The concrete mix design number: C62A4M6
The truck number from where the sample was collected: 99
The batch plant ticket number from where the sample was collected: 4081189
Concrete batch plant: Roseville
The fabricator/manufacturer designation for the sample: Folsom
A detailed description of where the material sample was collected: Abutment Footings 1 & 2
Where the material sample would have been placed if not sampled: Footings Abutment 1 & 2
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 5

DIME Test ID: 2025-07-18-50-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Submitted By Organization: Blackburn Consulting
Organization Address: 2491 Boatman Avenue,
Organization City: West Sacrametno
Organization State: CA
Organization Zipcode: 95691
Organization Email: brycem@blackburnconsulting.com
Organization Phone: (916) 375-8706
Data has not been verified.

Test 2 of 5

DIME Test ID: 2025-07-18-50-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Submitted By Organization: Blackburn Consulting
Organization Address: 2491 Boatman Avenue,
Organization City: West Sacrametno
Organization State: CA
Organization Zipcode: 95691
Organization Email: brycem@blackburnconsulting.com
Organization Phone: (916) 375-8706
Data has not been verified.

Test 3 of 5

DIME Test ID: 2025-07-18-50-3
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Submitted By Organization: Blackburn Consulting
Organization Address: 2491 Boatman Avenue,
Organization City: West Sacrametno
Organization State: CA
Organization Zipcode: 95691
Organization Email: brycem@blackburnconsulting.com
Organization Phone: (916) 375-8706
Data has not been verified.

Test 4 of 5

DIME Test ID: 2025-07-18-50-4
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Submitted By Organization: Blackburn Consulting
Organization Address: 2491 Boatman Avenue,
Organization City: West Sacrametno
Organization State: CA
Organization Zipcode: 95691
Organization Email: brycem@blackburnconsulting.com
Organization Phone: (916) 375-8706
Data has not been verified.

Test 5 of 5

DIME Test ID: 2025-07-18-50-5
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap
Cured in accordance with ASTM C511
Submitted By Organization: Blackburn Consulting
Organization Address: 2491 Boatman Avenue,
Organization City: West Sacrametno
Organization State: CA
Organization Zipcode: 95691
Organization Email: brycem@blackburnconsulting.com
Organization Phone: (916) 375-8706
Data has not been verified.