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Sample Record for 2023-04-13-64

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

Project Information

Project ID: 214989 DEA: 050L7224 EFIS: 0515000098 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-1-34.5
Work Description: REPLACE BRIDGE.
Location Description: SAN LUIS OBISPO COUNTY NEAR MORRO BAY AT OLD CREEK BRIDGE
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: 1686 Ramona Avenue, Suite D, Grover Beach, CA 93433
Resident Engineer: Rick Silva Structure Rep.: Sal Heredia

Sample Information

DIME Sample ID: 2023-04-13-64
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Whitley Gardens Field Laboratory
Sample Organization Contact: 805-540-9933
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 04/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/14/2023
The quantity of what the sample constitutes: Left Deck of Old Creek Bridge
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: Deck Left
The fabricator/manufacturer/facility name: CalPortland

Material Information

The concrete mix design number: 725RHS2010
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Mix Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-04-13-64-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/12/2023
Date Tested: 05/11/2023
Submitted By Organization: CT D05 - Whitley Gardens Field Laboratory
Organization Address: 102 South Whitley Gardens Drive,
Organization City: Paso Robles
Organization State: CA
Organization Zipcode: 93346
Organization Email: kyle.engen@dot.ca.gov
Organization Phone: (805) 540-9933
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 6.04 in
Average diameter of cylinder 2 6.04 in
Cross sectional area of cylinder 1 28.65 in^2
Cross sectional area of cylinder 2 28.65 in^2
Compressive strength (to nearest 10 psi) 5790 psi
Maximum load on cylinder 1 167931 lb
Maximum load on cylinder 2 163957 lb
Compressive strength of cylinder 1 5861.5 psi
Type of fracture pattern of cylinder 1 4
Compressive strength of cylinder 2 5722.8 psi
Type of fracture pattern of cylinder 2 4
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Correction factor for cylinder 2 1
Age of specimen 28 days
Age of specimen in hours 0 hours