Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210687 DEA: 07316604
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-1-41.8/42.1, 41.8-42.1
Work Description: INSTALL RSP TO PREVENT HIGH SURF FROM DESTROYING ROADWAY SUPPORT SLOPE, TRAVEL WAY
Location Description: IN LA,IN MALIBU 1MILE N/O TOPANGE CNY RD
Contractor Name: NORDIC INDUSTRIES, INC.
Contractor Address: 1437 FURNEAUX ROAD , OLIVEHURST, CA 95961
Resident Engineer: Gilbert Trujillo Structure Rep.: Unknown
DIME Sample ID: 2025-04-18-37
TL Number from the TL Form:
Sample Submitted By Organization: Alta Vista Solutions - Whittier
Sample Organization Contact: (510) 542-9827
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 04/18/2025
Date that the sample was received by the laboratory/organization performing the testing: 03/07/2025
The quantity of what the sample constitutes: 50 CY
A brief description of the sample: 6 x 12 JPCP Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 25-0757
Structure unique identifier:
Structure name: SR-14 NB Technology to Avenue N Stations:3275+80
The fabricator/manufacturer/facility name: N/A
The concrete mix design number: SCI-12622-1
The truck number from where the sample was collected: Ticket or Truck 5
The batch plant ticket number from where the sample was collected: LOAD 5
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Jobsite
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-04-18-37-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/25/2025
Date Tested: 04/18/2025
Submitted By Organization: Alta Vista Solutions - Whittier
Organization Address: 12409 Slauson Avenue, Suite I,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90606
Organization Email: nicholas.hoffmann@oneatlas.com
Organization Phone: (510) 542-9827
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 C1231 - Unbonded Elastomeric Pad Cap
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Average diameter of cylinder 1
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5.94 in
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Average diameter of cylinder 2
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5.95 in
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Average diameter of cylinder 3
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5.95 in
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Cross sectional area of cylinder 1
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27.71 in^2
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Cross sectional area of cylinder 2
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27.81 in^2
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Cross sectional area of cylinder 3
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27.81 in^2
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Compressive strength (to nearest 10 psi)
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5710 psi
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Maximum load on cylinder 1
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160739 lb
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Maximum load on cylinder 2
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156814 lb
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Maximum load on cylinder 3
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158649 lb
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Compressive strength of cylinder 1
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5800.8 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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5638.8 psi
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Compressive strength of cylinder 3
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5704.7 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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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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Correction factor for cylinder 3
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1
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Age of specimen
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42 days
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Age of specimen in hours
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no data0 hours
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