Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214469 DEA: 030H08U4 EFIS: 0319000029
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-50-L0.2/R6.1
Work Description: Sac 50 Design Build PLEASE NOTE THAT DESIGN BUILDER MUST PERFORM QUALITY VALIDATION TESTING IN ACCORDANCE WITH THE MATERIAL CONTROL SCHEDULE (MCS) FOR ITEMS SUCH AS STRANDS, HS BOLTS, ELASTOMERIC BEARING PADS, JOINT SEALANTS, COUPLERS & WELDED HOOPS, ETC
Location Description: FROM 0.1 MILE EAST OF I-5 TO 0.8 MILE EAST OF WATT AVE
Contractor Name: FLATIRON WEST INC
Contractor Address: 2100 Goodyear Rd., Benicia, CA 94510
Resident Engineer: John Ruzic Structure Rep.: Lisa Shrestha
DIME Sample ID: 2023-10-26-39
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: Concrete Core
Sample Taken Date: 10/26/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/26/2023
The quantity of what the sample constitutes: 4 Concrete Cores
A brief description of the sample: Concrete Cores
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: Elmhurst Bridge Frame 2
The fabricator/manufacturer/facility name: Flatiron
Detail description: 4 Concrete Cores
Structure names: Elmhurst Bridge
Type of material: Concrete Cores
DIME Test ID: 2023-10-26-39-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/31/2023
Date Tested: 10/31/2023
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: Cores #1,6,9 were tested for compressive strength.
Test Result Compliance:
Additional Comments When Verified:
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Unit system used?
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US Units
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Number of specimens
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3
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Test performed
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With no density determined
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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Average diameter of cylinder 1
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3.64 in
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Average diameter of cylinder 2
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3.64 in
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Average diameter of cylinder 3
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3.64 in
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Cross sectional area of cylinder 1
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10.41 in^2
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Cross sectional area of cylinder 2
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10.41 in^2
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Cross sectional area of cylinder 3
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10.41 in^2
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Compressive strength (to nearest 10 psi)
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5100 psi
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Maximum load on cylinder 1
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49400 lb
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Maximum load on cylinder 2
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54601 lb
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Maximum load on cylinder 3
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55126 lb
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Compressive strength of cylinder 1
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4745.4 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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5245.1 psi
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Compressive strength of cylinder 3
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5295.5 psi
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Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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2
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Correction factor for cylinder 3
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1
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Age of specimen
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5 days
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Age of specimen in hours
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no data
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