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Sample Record for 2023-10-10-48

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Project Information

Project ID: 994443 DEA: 053307C4 EFIS: 0514000028 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-41,46-44.5/45.3,54.0/57.8
Work Description: Wye Segment - Route 41/46 Separation
Location Description:
Contractor Name: Atkinson Construction
Contractor Address: 18201 Von Karman - Suite 800, Irvine, CA 92612
Resident Engineer: Brian Harrington Structure Rep.: Dave Lewis

Sample Information

DIME Sample ID: 2023-10-10-48
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: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 10/10/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/11/2023
The quantity of what the sample constitutes: Trial Batch - 3F36L005
A brief description of the sample: 4x8 Concrete Cylinders
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name: Trial Batch-Structures
The fabricator/manufacturer/facility name: Holliday Rock

Material Information

The concrete mix design number: 3F36L005
The truck number from where the sample was collected: 794
The batch plant ticket number from where the sample was collected: 20100590
Concrete batch plant: Holliday Rock Company
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: Trial Batch
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2023-10-10-48-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/16/2023
Date Tested: 10/13/2023
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: 3 Day break for Trial Batch
Test Result Compliance: not applicable
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 12.57 in^2
Cross sectional area of cylinder 2 12.57 in^2
Cross sectional area of cylinder 3 12.57 in^2
Compressive strength (to nearest 10 psi) 2780 psi
Maximum load on cylinder 1 34401 lb
Maximum load on cylinder 2 34435 lb
Maximum load on cylinder 3 35848 lb
Compressive strength of cylinder 1 2736.8 psi
Type of fracture pattern of cylinder 1 4
Compressive strength of cylinder 2 2739.5 psi
Compressive strength of cylinder 3 2851.9 psi
Type of fracture pattern of cylinder 2 4
Type of fracture pattern of cylinder 3 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
Correction factor for cylinder 3 1
Age of specimen 3 days
Age of specimen in hours 0 hours