Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215425 DEA: 06360244 EFIS: 0613000005
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-30.6/35.2
Work Description: Widen Freeway & Bridge Construction (Concrete Bridge)
Location Description:
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVE, SYLMAR, CA, 91342
Resident Engineer: Javier Huerta Structure Rep.: Ramandeep Guraya
DIME Sample ID: 2023-04-05-17
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 04/05/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/05/2023
The quantity of what the sample constitutes: 76
A brief description of the sample: JPCP pour
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: tulare concrete plant
The concrete mix design number: 72444NOM
The truck number from where the sample was collected: 0697
The batch plant ticket number from where the sample was collected: 123820
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: back of truck load 8
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-04-05-17-1
Test Method: CTM 504-June 2010: Method of Test for Determining Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 04/05/2023
Date Tested: 04/05/2023
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2023-04-05-17-2
Test Method: CTM 518-June 2010: Method of Test for Unit Weight of Fresh Concrete
Verified Date: 04/05/2023
Date Tested: 04/05/2023
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit weight of the concrete
|
150 lb/ft^3
|
|
Volume of the concrete
|
9.717 yd^3
|
|
Cement content
|
654.523 lb/yd^3
|
DIME Test ID: 2023-04-05-17-3
Test Method: CTM 533-June 2010: Method of Test for Ball Penetration in Fresh Portland Cement Concrete
Verified Date: 04/05/2023
Date Tested: 04/05/2023
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Ball penetration in freshly mixed concrete (average)
|
1.5 inch
|
DIME Test ID: 2023-04-05-17-4
Test Method: CTM 557-July 2012: Method of Test for Temperature of Freshly Mixed Portland Cement Concrete
Verified Date: 04/05/2023
Date Tested: 04/05/2023
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature of the freshly mixed concrete
|
66 F
|
DIME Test ID: 2023-04-05-17-5
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 04/14/2023
Date Tested: 04/14/2023
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test: Field Curing Beam : 550 psi required for opening traffic
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of specimens
|
3
|
|
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?
|
No
|
|
Modulus of rupture average
|
555 psi
|
|
Modulus of rupture
|
575 psi
|
|
Modulus of rupture 2
|
555 psi
|
|
Modulus of rupture 3
|
540 psi
|
|
Age of specimen
|
8 days
|
DIME Test ID: 2023-04-05-17-6
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 05/04/2023
Date Tested: 05/04/2023
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test: Standard Curing beams for 28 days
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of specimens
|
3
|
|
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?
|
No
|
|
Modulus of rupture average
|
765 psi
|
|
Modulus of rupture
|
770 psi
|
|
Modulus of rupture 2
|
760 psi
|
|
Modulus of rupture 3
|
770 psi
|
|
Age of specimen
|
29 days
|
