Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994686 DEA: 051K4604 EFIS: 0518000210
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-46-29.7/32.2
Work Description: COLD PLANE, PLACE HMA, RHMA, CONC PVMT, MODIFY SIGNAL AND LIGHTING.
Location Description: SAN LUIS OBISPO COUNTY IN PASO ROBLES FROM 300 FEET WEST OF ROUTE 101/46 SEPARATION TO 0.1 MILE EAST OF AIRPORT ROAD
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: 800 FARROLL RD, GROVER BEACH, CA 93433
Resident Engineer: Michael Schmidt Structure Rep.: Ray Barajas
DIME Sample ID: 2024-06-07-122
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Paso Robles Field Laboratory
Sample Organization Contact: 1 (209) 610-9363
Type of Sample: Quality Assurance
Type of Material: Concrete Core
Sample Taken Date: 06/07/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/07/2024
The quantity of what the sample constitutes: 100CY
A brief description of the sample: PCC cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CALPORTLAND
Detail description: 28 Day
Structure names: crash cushion pad
Type of material: PCC Concrete
DIME Test ID: 2024-06-07-122-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/13/2024
Date Tested: 07/05/2024
Submitted By Organization: CT D05 - Paso Robles Field Laboratory
Organization Address: CA,
Organization City: ,
Organization State: CA
Organization Zipcode: 93422
Organization Email: isaac.larey.chezem@dot.ca.gov
Organization Phone: (805) 234-6493
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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4.00 in
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Average diameter of cylinder 2
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4.00 in
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Average diameter of cylinder 3
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4.00 in
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Cross sectional area of cylinder 1
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12.57 in^2
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Cross sectional area of cylinder 2
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12.57 in^2
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Cross sectional area of cylinder 3
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12.57 in^2
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Compressive strength (to nearest 10 psi)
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4470 psi
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Maximum load on cylinder 1
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55067 lb
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Maximum load on cylinder 2
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57553 lb
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Maximum load on cylinder 3
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55904 lb
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Compressive strength of cylinder 1
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4380.8 psi
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Type of fracture pattern of cylinder 1
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1
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Compressive strength of cylinder 2
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4578.6 psi
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Compressive strength of cylinder 3
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4447.4 psi
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Type of fracture pattern of cylinder 2
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2
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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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28 days
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Age of specimen in hours
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672 hours
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