Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993236 DEA: 051K0504 EFIS: 0518000114
QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-1-55.7/55.9
Work Description: CONSTRUCT EARTH RETAINING SYSTEM WITH CIDH PILE & STRUCTURAL CONCRETE.
Location Description: MONTEREY COUNTY NEAR LITTLE SUR RIVER FROM 0.4 MILE SOUTH OF LITTLE SUR RIVER BRIDGE TO 0.2 MILE SOUTH OF LITTLE SUR RIVER BRIDGE
Contractor Name: GORDON N BALL INC
Contractor Address: 333 CAMILLE AVENUE, ALAMO CA 94507
Resident Engineer: Arashdeep (Art) Pannu Structure Rep.: David Galarza
DIME Sample ID: 2022-01-06-25
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Prunedale Field Laboratory
Sample Organization Contact:
Type of Sample: Verification
Type of Material: Concrete
Sample Taken Date: 01/06/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/06/2022
The quantity of what the sample constitutes: 4.00 CY
A brief description of the sample: CIDH Wet Hole PCC
From where was the sample collected: Source
Laboratory sample identification: 0106220700
Structure unique identifier: 27-44E0020
Structure name: Little Sur Retaining Wall
The fabricator/manufacturer/facility name: Las Animas, Marina CA
The concrete mix design number: M853P50S
The truck number from where the sample was collected: Truck No 36
The batch plant ticket number from where the sample was collected: 199185
Concrete batch plant: Las Animas Concrete
The fabricator/manufacturer designation for the sample: 492
A detailed description of where the material sample was collected: Collection Bin
Where the material sample would have been placed if not sampled: CIDH Piles
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-01-06-25-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/14/2022
Date Tested: 02/03/2022
Submitted By Organization: CT D05 - Prunedale Field Laboratory
Organization Address: 8115 Prunedale North Road,
Organization City: Salinas
Organization State: CA
Organization Zipcode: 93907
Organization Email: anthony.romiza@dot.ca.gov
Organization Phone: (805) 319-0941
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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12.66 in^2
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Cross sectional area of cylinder 2
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12.66 in^2
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Cross sectional area of cylinder 3
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12.69 in^2
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Compressive strength (to nearest 10 psi)
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7240 psi
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Maximum load on cylinder 1
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7090 lb
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Maximum load on cylinder 2
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7470 lb
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Maximum load on cylinder 3
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7170 lb
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Type of fracture pattern of cylinder 1
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4
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Type of fracture pattern of cylinder 2
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4
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Type of fracture pattern of cylinder 3
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4
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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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28 days
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Age of specimen in hours
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no data0 hours
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DIME Test ID: 2022-01-06-25-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Submitted By Organization: CT D05 - Prunedale Field Laboratory
Organization Address: 8115 Prunedale North Road,
Organization City: Salinas
Organization State: CA
Organization Zipcode: 93907
Organization Email: anthony.romiza@dot.ca.gov
Organization Phone: (805) 319-0941
Data has not been verified.
