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Sample Record for 2024-05-03-66

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 993333 DEA: 04264724 EFIS: 0419000068 QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-101-R20.8/27.1
Work Description: CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL.
Location Description: MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE
Contractor Name: GHILOTTI CONSTRUCTION CO. INC. (RILEY GENAZZI & JOSH SERAFINO)
Contractor Address: 246 GHILOTTI AVE., SANTA ROSA, CA 95407
Resident Engineer: Fabio La Serna Structure Rep.: Jeremy Light

Sample Information

DIME Sample ID: 2024-05-03-66
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 206-4373
Type of Sample: Quality Assurance
Type of Material: Cementitious
Sample Taken Date: 05/03/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/06/2024
The quantity of what the sample constitutes: 6 cubes
A brief description of the sample: Grout Cubes
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 27-00900L
Structure name: Franklin Ave. OH Left Bridge
The fabricator/manufacturer/facility name: Northgate Ready Mix

Material Information

Brand: Unknown
Mill: Unknown
Type of Cementitious Material: Type II/V Cement
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-05-03-66-1
Test Method: ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Verified Date: 05/31/2024
Date Tested: 05/31/2024
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Set #1
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311? no
Age of specimen 28 days
The amount of flow no data %
The amount of water used 100 %
Compressive strength of 1st specimen 7751 psi
Compressive strength of 2nd specimen 8159 psi
Compressive strength of 3rd specimen 8051 psi
Average Compressive strength (to nearest 10 psi) 7990 psi

Test 2 of 2

DIME Test ID: 2024-05-03-66-2
Test Method: ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Verified Date: 05/31/2024
Date Tested: 05/31/2024
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Set #2 | Specimen 2 was eliminated from the average for being outside allowable limits per Section 12 of ASTM C109.
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311? no
Age of specimen 28 days
The amount of flow no data %
The amount of water used 100 %
Compressive strength of 1st specimen 8040 psi
Compressive strength of 2nd specimen 8810 psi
Compressive strength of 3rd specimen 8000 psi
Average Compressive strength (to nearest 10 psi) 8020 psi