Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1594 DEA: 040A1304
QA Service Level: 1
DIST-CO-RTE-PM: 04-SCL-85,237-R35.4/R38.0,R0.0
Work Description: PLANTING AND IRRIGATION
Location Description: IN SANTA CLARA COUNTY INMOUNTAIN VIEW AT VARIOUS LOCATIONS
Contractor Name: WATKINS AND BORTOLUSSI,INC.
Contractor Address: 77 LARKSPUR STREET, SAN RAFAEL, CA 94901-4886
Resident Engineer: BRIAN MACKLE Structure Rep.: Unknown
DIME Sample ID: 2024-08-01-124
TL Number from the TL Form:
Sample Submitted By Organization: Pavement Engineers
Sample Organization Contact: (530) 913-3751
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 08/01/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/02/2024
The quantity of what the sample constitutes: 20
A brief description of the sample: concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Shamrock
The concrete mix design number: 590CR2
The truck number from where the sample was collected: 57
The batch plant ticket number from where the sample was collected: 305383
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: back of truck
Where the material sample would have been placed if not sampled: concrete
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-08-01-124-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/26/2024
Date Tested: 08/08/2024
Submitted By Organization: Pavement Engineers
Organization Address: 3650 Industrial Boulevard,
Organization City: West Sacramento
Organization State: CA
Organization Zipcode: 95691
Organization Email: michelleh@pavementengineering.com
Organization Phone: (530) 913-3751
General Comments for this Test:
Test Result Compliance:
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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2
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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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Apparent mass of submerged cylinder 1
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no data0 lb
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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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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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Compressive strength (to nearest 10 psi)
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4350 psi
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Maximum load on cylinder 1
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55250 lb
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Maximum load on cylinder 2
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55215 lb
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Type of fracture pattern of cylinder 1
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2
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Type of fracture pattern of cylinder 2
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2
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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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Age of specimen
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7 days
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Age of specimen in hours
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no data0 hours
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Serial number of delivery ticket, if available
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305383
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