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: 2023-06-22-2
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: 06/22/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/22/2023
The quantity of what the sample constitutes: 220CY load # 2
A brief description of the sample: CRCP -12 field curing and 4 standard curing 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: G3-21-PCC-263
The truck number from where the sample was collected: 29
The batch plant ticket number from where the sample was collected: 22
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Back of Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-06-22-2-1
Test Method: CTM 504-June 2010: Method of Test for Determining Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 06/22/2023
Date Tested: 06/22/2023
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: beam Set 42&43
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2023-06-22-2-2
Test Method: CTM 518-June 2010: Method of Test for Unit Weight of Fresh Concrete
Verified Date: 06/22/2023
Date Tested: 06/22/2023
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: beam Set 42&43
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit weight of the concrete
|
148.6 lb/ft^3
|
|
Volume of the concrete
|
9.966 yd^3
|
|
Cement content
|
675.296 lb/yd^3
|
DIME Test ID: 2023-06-22-2-3
Test Method: CTM 533-June 2010: Method of Test for Ball Penetration in Fresh Portland Cement Concrete
Verified Date: 06/22/2023
Date Tested: 06/22/2023
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: beam Set 42&43
Test Result Compliance: complies
Additional Comments When Verified:
|
Ball penetration in freshly mixed concrete (average)
|
0.75 inch
|
DIME Test ID: 2023-06-22-2-4
Test Method: CTM 557-July 2012: Method of Test for Temperature of Freshly Mixed Portland Cement Concrete
Verified Date: 06/22/2023
Date Tested: 06/22/2023
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: beam Set 42&43
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature of the freshly mixed concrete
|
79 F
|
DIME Test ID: 2023-06-22-2-5
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 06/26/2023
Date Tested: 06/26/2023
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: Filed curing beams set # 43 beam 1 more than 105 psi higher than beam #2 and #3
Test Result Compliance:
Additional Comments When Verified:
|
Number of specimens
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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
|
655 psi
|
|
Modulus of rupture
|
725 psi
|
|
Modulus of rupture 2
|
620 psi
|
|
Modulus of rupture 3
|
620 psi
|
|
Age of specimen
|
4 days
|
DIME Test ID: 2023-06-22-2-6
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 07/20/2023
Date Tested: 07/20/2023
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 set 42 = 766.7 psi
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
|
740 psi
|
|
Modulus of rupture 2
|
745 psi
|
|
Modulus of rupture 3
|
815 psi
|
|
Age of specimen
|
28 days
|
