Sample Record for 2022-12-19-32
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: 2022-12-19-32
TL Number from the TL Form:
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: 12/19/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/20/2023
The quantity of what the sample constitutes: >300 Cu Yards
A brief description of the sample: 4" x 8" Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1219220800
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Rock Sand City
Material Information
The concrete mix design number: 57-2-590R
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: Granite Rock Sand City
The fabricator/manufacturer designation for the sample: NA
A detailed description of where the material sample was collected: belt cut
Where the material sample would have been placed if not sampled: Pile Cap
From Lot No.: NA
Bag Lot No.: NA
Test Results
Test 1 of 1
DIME Test ID: 2022-12-19-32-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/17/2023
Date Tested: 01/17/2023
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: 29 Day break Due to Holiday.
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 C1231 - Unbonded Elastomeric Pad Cap
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Average diameter of cylinder 1
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4.04 in
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Average diameter of cylinder 2
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4.03 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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12.82 in^2
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Cross sectional area of cylinder 2
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12.76 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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5350 psi
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Maximum load on cylinder 1
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67240 lb
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Maximum load on cylinder 2
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69740 lb
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Maximum load on cylinder 3
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68160 lb
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Compressive strength of cylinder 1
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5244.9 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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5465.5 psi
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Compressive strength of cylinder 3
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5341.7 psi
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Type of fracture pattern of cylinder 2
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3
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Type of fracture pattern of cylinder 3
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3
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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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29 days
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Age of specimen in hours
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0 hours
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