Sample Record for 2023-11-06-60
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 210409 DEA: 08432724 EFIS: 0800020178
QA Service Level: 2
DIST-CO-RTE-PM: 08-RIV-8-RIV-15-6.4/9.7
Work Description: Collector/distributor system, new on-ramps, bridges, RW, sound walls, drainage, signal and lighting, signage, freeway widening
Location Description: I-15 from Winchester Road to I-215 Junction in Temecula
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Mike Bergevin Structure Rep.: Arnel Vega
Sample Information
DIME Sample ID: 2023-11-06-60
TL Number from the TL Form:
Sample Submitted By Organization: Surecast West
Sample Organization Contact: (951) 491-9506
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 11/06/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/21/2023
The quantity of what the sample constitutes: 10.50 CY
A brief description of the sample: TYPE II/V
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CEMEX-REDLANDS
Material Information
The concrete mix design number: 1610974
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 31003038
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: concrete sample from wheelb barrow
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: 2023-11-06-60-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/22/2023
Date Tested: 11/21/2023
Submitted By Organization: Surecast West
Organization Address: 8203 Alabama Street,
Organization City: Redlands
Organization State: CA
Organization Zipcode: 92373
Organization Email: cody@surecastwest.com
Organization Phone: (951) 491-9506
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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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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5940 psi
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Maximum load on cylinder 1
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80250 lb
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Maximum load on cylinder 2
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76080 lb
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Maximum load on cylinder 3
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67460 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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15 days
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Age of specimen in hours
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0 hours
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