Sample Record for 2023-02-06-6
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993490 DEA: 051M4604 EFIS: 0519000154
QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-1-44.5
Work Description: CONSTRUCT RETAINING WALL, WIDENING SHOULDER AND PLACE HMA. Highway 1 at Coastlands Rd Soldier Pile Wall.
Location Description: MONTEREY COUNTY NEAR BIG SUR AT 1.0 MILE SOUTH OF PFEIFFER CANYON BRIDGE
Contractor Name: FEC Future Contractors & Engineers, Inc
Contractor Address: 184 Technology Dr., Ste 2, Irvine, CA 92618
Resident Engineer: Arashdeep Pannu Structure Rep.: Alex Naime
Sample Information
DIME Sample ID: 2023-02-06-6
TL Number from the TL Form: 213676
Sample Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Sample Organization Contact: 831-818-0254
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 02/06/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/07/2023
The quantity of what the sample constitutes: 6 4x8s
A brief description of the sample: Cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: Coastlands Wall
The fabricator/manufacturer/facility name: Granite Rock Sand City
Material Information
The concrete mix design number: 572590R
The truck number from where the sample was collected: 2433
The batch plant ticket number from where the sample was collected: 186070
Concrete batch plant: GR Sand City
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 1
DIME Test ID: 2023-02-06-6-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/22/2023
Date Tested: 03/20/2023
Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Organization Address: 1529 Salinas Highway,
Organization City: Monterey
Organization State: CA
Organization Zipcode: 93940
Organization Email: wesley.rider@dot.ca.gov
Organization Phone: (831) 818-0254
General Comments for this Test:
Test Result Compliance: complies
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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4.02 in
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Average diameter of cylinder 2
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4.02 in
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Average diameter of cylinder 3
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4.03 in
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Cross sectional area of cylinder 1
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12.69 in^2
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Cross sectional area of cylinder 2
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12.69 in^2
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Cross sectional area of cylinder 3
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12.76 in^2
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Compressive strength (to nearest 10 psi)
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6020 psi
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Maximum load on cylinder 1
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77570 lb
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Maximum load on cylinder 2
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77950 lb
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Maximum load on cylinder 3
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74150 lb
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Type of fracture pattern of cylinder 1
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1
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Type of fracture pattern of cylinder 2
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1
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Type of fracture pattern of cylinder 3
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1
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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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42 days
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Age of specimen in hours
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0 hours
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Tests Assigned to this Sample
| DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
| 2023-02-06-6-1 | CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders | 02/06/2023 | 03/06/2023 | Carson Sperber | CT D05 - Monterey Construction Field Laboratory | | Wesley Rider |
68963
