Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213746 DEA: 080Q75U4 EFIS: 0817000114
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD,RIV-60-R4.6/R9.9, R0.0/12.2
Work Description: REPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS
Location Description:
Contractor Name: J McLoughlin Engineering
Contractor Address: 10641 Fulton Court, Rancho Cucamonga, CA 91730
Resident Engineer: Mujahid Qureshi Structure Rep.: Ching Chuang
DIME Sample ID: 2019-10-12-14
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Sample Organization Contact: 9512323690
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 10/12/2019
Date that the sample was received by the laboratory/organization performing the testing: 10/13/2019
The quantity of what the sample constitutes: 3 beams
A brief description of the sample: Concrete beams
From where was the sample collected: Job Site
Laboratory sample identification: 10J-5A, 10J-5B, 10J-5C,
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RV Concrete Inc
The concrete mix design number: RVC-60-1
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: TT1
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: On Job Site at Concrete Truck
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2019-10-12-14-1
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 10/30/2019
Date Tested: 10/22/2019
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of specimens
|
1
|
|
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
|
|
Fracture occurred at a capped section
|
No
|
|
Is a beam dimensional correction factor used?
|
No
|
|
Age of specimen
|
10 days
|
|
Modulus of rupture
|
810 psi
|
DIME Test ID: 2019-10-12-14-2
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 10/30/2019
Date Tested: 10/22/2019
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of specimens
|
1
|
|
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
|
|
Fracture occurred at a capped section
|
No
|
|
Is a beam dimensional correction factor used?
|
No
|
|
Age of specimen
|
10 days
|
|
Modulus of rupture
|
800 psi
|
DIME Test ID: 2019-10-12-14-3
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 10/30/2019
Date Tested: 10/22/2019
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of specimens
|
1
|
|
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
|
|
Fracture occurred at a capped section
|
No
|
|
Is a beam dimensional correction factor used?
|
No
|
|
Age of specimen
|
10 days
|
|
Modulus of rupture
|
810 psi
|
