Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215180 DEA: 060Q9204 EFIS: 0614000010 COOP: 061764
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-99-10.4/21.2
Work Description: CONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT.
Location Description: KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING
Contractor Name: Griffith Company
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: James Burford Structure Rep.: Ulysis Baal
DIME Sample ID: 2023-04-29-1
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 04/29/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/29/2023
The quantity of what the sample constitutes: 80 CY load 8
A brief description of the sample: CRCP - 12 field beams and 4 standard beams
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hwy 223 off ramp sb 99
The concrete mix design number: G3-15-PCC-265HP
The truck number from where the sample was collected: 66
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: 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: 2023-04-29-1-1
Test Method: CTM 504-June 2010: Method of Test for Determining Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 04/30/2023
Date Tested: 04/29/2023
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:
DIME Test ID: 2023-04-29-1-2
Test Method: CTM 518-June 2010: Method of Test for Unit Weight of Fresh Concrete
Verified Date: 04/30/2023
Date Tested: 04/29/2023
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:
Unit weight of the concrete
|
146.24 lb/ft^3
|
Volume of the concrete
|
10.27 yd^3
|
Cement content
|
652.872 lb/yd^3
|
DIME Test ID: 2023-04-29-1-3
Test Method: CTM 533-June 2010: Method of Test for Ball Penetration in Fresh Portland Cement Concrete
Verified Date: 04/30/2023
Date Tested: 04/29/2023
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)
|
1.25 inch
|
DIME Test ID: 2023-04-29-1-4
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 04/30/2023
Date Tested: 04/29/2023
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: 2023-04-29-1-5
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 05/02/2023
Date Tested: 05/02/2023
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 --required 550 psi for opening traffic per section 40
Test Result Compliance:
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
|
440 psi
|
Modulus of rupture
|
435 psi
|
Modulus of rupture 2
|
435 psi
|
Modulus of rupture 3
|
450 psi
|
Age of specimen
|
3 days
|
DIME Test ID: 2023-04-29-1-6
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 05/09/2023
Date Tested: 05/09/2023
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 beams required 550 psi for opening age
Test Result Compliance: does not comply
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
|
520 psi
|
Modulus of rupture
|
540 psi
|
Modulus of rupture 2
|
495 psi
|
Modulus of rupture 3
|
520 psi
|
Age of specimen
|
10 days
|
DIME Test ID: 2023-04-29-1-7
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 05/16/2023
Date Tested: 05/16/2023
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 beams
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
|
575 psi
|
Modulus of rupture
|
580 psi
|
Modulus of rupture 2
|
575 psi
|
Modulus of rupture 3
|
575 psi
|
Age of specimen
|
17 days
|
DIME Test ID: 2023-04-29-1-8
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 05/30/2023
Date Tested: 05/26/2023
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: Set #5 standard curing beams
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
|
695 psi
|
Modulus of rupture
|
710 psi
|
Modulus of rupture 2
|
710 psi
|
Modulus of rupture 3
|
665 psi
|
Age of specimen
|
27 days
|