Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214336 DEA: 07302404 EFIS: 0713000488
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-101-37/40
Work Description: PADRE JUAN REHAB
Location Description: VEN 101
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4820 McGrath Street, Suite 101, Ventura, CA 93003
Resident Engineer: Alfred Ira Structure Rep.: Unknown
DIME Sample ID: 2023-12-09-6
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: 12/09/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/09/2023
The quantity of what the sample constitutes: 10 cubic yards
A brief description of the sample: 3 RSC beams
From where was the sample collected: Job Site
Laboratory sample identification: 23-2210
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: N/A
The concrete mix design number: G3-22-PRS-299
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 3
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-12-09-6-1
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 02/28/2024
Date Tested: 12/19/2023
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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Number of specimens
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3
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Does the testing machine measure load or stress on the beam specimen?
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Load
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Fracture initiates in the tension surface
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Within the Middle Third of the Span Length
|
|
Fracture occurred at a capped section
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No
|
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Is a beam dimensional correction factor used?
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No
|
|
Age of specimen
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10 days
|
|
Modulus of rupture
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700 psi
|
|
Modulus of rupture 2
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700 psi
|
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Modulus of rupture average
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690 psi
|
|
Modulus of rupture 3
|
680 psi
|
DIME Test ID: 2023-12-09-6-2
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 02/28/2024
Date Tested: 12/09/2023
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:
