Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214903 DEA: 074W5404 EFIS: 0719000003
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-14,138-VAR
Work Description: POLYESTER CONCRETE OVERLAY, APPLY METHCRYLATE & REPLACE JOINT SEALS.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS
Contractor Name: TRUESDELL CORPORATION OF CALIFORNIA, INC.
Contractor Address: 1310 W 23rd St, Tempe, AZ 85282
Resident Engineer: Mohammad Khan Structure Rep.: Chanh Tong
DIME Sample ID: 2020-09-10-11
TL Number from the TL Form:
Sample Submitted By Organization: RMA Group - Rancho Cucamonga
Sample Organization Contact: (909) 989-1751
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 09/10/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/10/2020
The quantity of what the sample constitutes: 15
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Short Load Concrete
The concrete mix design number: CTS-70-EHI
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 8
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: TRIAL BATCH
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2020-09-10-11-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 09/18/2020
Date Tested: 09/12/2020
Submitted By Organization: RMA Group - Rancho Cucamonga
Organization Address: 12130 Santa Margarita Court,
Organization City: Rancho Cucamonga
Organization State: CA
Organization Zipcode: 91730
Organization Email: cbachler@rmacompanies.com
Organization Phone: (909) 989-1751
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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5
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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/CTM521
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Average diameter of cylinder 1
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6.02 in
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Average diameter of cylinder 2
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6.01 in
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Average diameter of cylinder 3
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6.00 in
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Average diameter of cylinder 4
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6.02 in
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Average diameter of cylinder 5
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6.01 in
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Cross sectional area of cylinder 1
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28.46 in^2
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Cross sectional area of cylinder 2
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28.37 in^2
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Cross sectional area of cylinder 3
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28.27 in^2
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Cross sectional area of cylinder 4
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28.46 in^2
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Cross sectional area of cylinder 5
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28.37 in^2
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Compressive strength (to nearest 10 psi)
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6100 psi
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Maximum load on cylinder 1
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165270 lb
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Maximum load on cylinder 2
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172720 lb
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Maximum load on cylinder 3
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175920 lb
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Maximum load on cylinder 4
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177180 lb
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Maximum load on cylinder 5
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175190 lb
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Type of fracture pattern of cylinder 1
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3
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Type of fracture pattern of cylinder 2
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3
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Type of fracture pattern of cylinder 3
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3
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Type of fracture pattern of cylinder 4
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3
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Type of fracture pattern of cylinder 5
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3
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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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Correction factor for cylinder 4
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1
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Correction factor for cylinder 5
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1
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Age of specimen
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3 days
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Age of specimen in hours
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0 hours
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