Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215753 DEA: 050N72U4 EFIS: 0520000169
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-4.4/R7.7
Work Description: Please cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B.
Location Description: 101 freeway in Summerland, CA
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 5335 Debbie Road, Santa Barbara, CA 93111
Resident Engineer: Luobao Cai Structure Rep.: Emiliano Berntsen
DIME Sample ID: 2023-02-02-39
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Sample Organization Contact: (805) 621-3616
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 02/02/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/13/2023
The quantity of what the sample constitutes: 500 CY
A brief description of the sample: A set of 2 CRCP Beams
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granites Portable Plant
The concrete mix design number: 231
The truck number from where the sample was collected: 1982
The batch plant ticket number from where the sample was collected: 11881
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Discharge from concrete truck into wheelbarrow.
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-02-02-39-1
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 02/14/2023
Date Tested: 02/13/2023
Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Organization Address: 21 Griffin Road North,
Organization City: Windsor
Organization State: CT
Organization Zipcode: 06095-1590
Organization Email: dlachaine@trccompanies.com
Organization Phone: (805) 621-3616
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of specimens
|
2
|
|
Unit system used?
|
US Units
|
|
Does the testing machine measure load or stress on the beam specimen?
|
Load
|
|
Fracture initiates in the tension surface
|
Within the Middle Third of the Span Length
|
|
Is a beam dimensional correction factor used?
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Yes
|
|
Modulus of rupture average
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585 psi
|
|
Modulus of rupture
|
600 psi
|
|
Modulus of rupture 2
|
565 psi
|
|
Age of specimen
|
10 days
|
DIME Test ID: 2023-02-02-39-2
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 07/19/2023
Date Tested: 03/03/2023
Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Organization Address: 21 Griffin Road North,
Organization City: Windsor
Organization State: CT
Organization Zipcode: 06095-1590
Organization Email: dlachaine@trccompanies.com
Organization Phone: (805) 621-3616
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of specimens
|
2
|
|
Unit system used?
|
US Units
|
|
Does the testing machine measure load or stress on the beam specimen?
|
Load
|
|
Fracture initiates in the tension surface
|
Within the Middle Third of the Span Length
|
|
Is a beam dimensional correction factor used?
|
Yes
|
|
Modulus of rupture average
|
640 psi
|
|
Modulus of rupture
|
600 psi
|
|
Modulus of rupture 2
|
680 psi
|
|
Age of specimen
|
28.5 days
|
