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Sample Record for 2023-01-06-51

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

Project Information

Project ID: 993301 DEA: 060U2804 EFIS: 0615000293 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-245-1.4,4.2
Work Description: PRECAST PRESTRESSED CONCRETE BOX GIRDER AND SLAB, BRIDGE REMOVAL.
Location Description: TULARE COUNTY NEAR WOODLAKE AT YOKOHL CREEK BRIDGE AND AT KAWEAH RIVER BRIDGE
Contractor Name: MCM Construction
Contractor Address: PO Box 620, North Highlands, Ca 95660
Resident Engineer: Mike Garrett Structure Rep.: Benajamin Holton

Sample Information

DIME Sample ID: 2023-01-06-51
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Visalia Field Laboratory
Sample Organization Contact: (559) 341-4165
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 01/06/2023
Date that the sample was received by the laboratory/organization performing the testing: 01/06/2023
The quantity of what the sample constitutes: Kaweah Bridge Column
A brief description of the sample: Type II Cement Agg 4x8 Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: Tul 245 Kaweah Bridge Colmn , WoodLake
The fabricator/manufacturer/facility name: Viking Ready Mix Visalia

Material Information

The concrete mix design number: ND22023
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 897510
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Cylinders Fabricated at the site
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-01-06-51-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/03/2023
Date Tested: 01/06/2023
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 West Roosevelt Avenue,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: shoaib.ahmed@dot.ca.gov
Organization Phone: (559) 341-4165
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 3
Test performed With density determined by dimension measurements
Average cylinder density (to nearest 1 pcf) 39 lb/ft^3
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Average diameter of cylinder 3 4.00 in
Comment on any defect in either specimen or caps (Max 250 Characters) no data

Test 2 of 2

DIME Test ID: 2023-01-06-51-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/03/2023
Date Tested: 12/16/2022
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 West Roosevelt Avenue,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: shoaib.ahmed@dot.ca.gov
Organization Phone: (559) 341-4165
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Average diameter of cylinder 3 4.00 in
Cross sectional area of cylinder 1 0 in^2
Cross sectional area of cylinder 2 0 in^2
Cross sectional area of cylinder 3 0 in^2
Compressive strength (to nearest 10 psi) 0 psi
Maximum load on cylinder 1 56411 lb
Maximum load on cylinder 2 57087 lb
Maximum load on cylinder 3 55779 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 2
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
Correction factor for cylinder 3 1
Age of specimen 14 days
Age of specimen in hours 0 hours