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Sample Record for 2023-05-16-18

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Project Information

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

Sample Information

DIME Sample ID: 2023-05-16-18
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: 05/16/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/16/2023
The quantity of what the sample constitutes: 400CY truck # 18
A brief description of the sample: CRCP -12 field curing and 4 standard curing beams set #1
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

Material Information

The concrete mix design number: G3-21-PCC-263
The truck number from where the sample was collected: 18
The batch plant ticket number from where the sample was collected: 40
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.:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2023-05-16-18-1
Test Method: CTM 504-June 2010: Method of Test for Determining Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 05/17/2023
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: P-2 12 field and 4 standard curing beams beam #1 date of pour 5/16/23 nighttime.
Test Result Compliance: complies
Additional Comments When Verified:
Air Content 3.5 %

Test 2 of 7

DIME Test ID: 2023-05-16-18-2
Test Method: CTM 518-June 2010: Method of Test for Unit Weight of Fresh Concrete
Verified Date: 05/17/2023
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: P-2 12 field and 4 standard curing beams beam #1 date of pour 5/16/23 nighttime.
Test Result Compliance:
Additional Comments When Verified:
Unit weight of the concrete 146.44 lb/ft^3
Volume of the concrete 10.1 yd^3
Cement content 582.673 lb/yd^3

Test 3 of 7

DIME Test ID: 2023-05-16-18-3
Test Method: CTM 533-June 2010: Method of Test for Ball Penetration in Fresh Portland Cement Concrete
Verified Date: 05/17/2023
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: P-2 12 field and 4 standard curing beams beam #1 date of pour 5/16/23 nighttime.
Test Result Compliance: complies
Additional Comments When Verified:
Ball penetration in freshly mixed concrete (average) 0.75 inch

Test 4 of 7

DIME Test ID: 2023-05-16-18-4
Test Method: CTM 557-July 2012: Method of Test for Temperature of Freshly Mixed Portland Cement Concrete
Verified Date: 05/17/2023
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: P-2 12 field and 4 standard curing beams beam #1 date of pour 5/16/23 nighttime.
Test Result Compliance: complies
Additional Comments When Verified:
Temperature of the freshly mixed concrete 85 F

Test 5 of 7

DIME Test ID: 2023-05-16-18-5
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 05/26/2023
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: Field curing Beam Set # 25
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 510 psi
Modulus of rupture 540 psi
Modulus of rupture 2 480 psi
Modulus of rupture 3 510 psi
Age of specimen 10 days

Test 6 of 7

DIME Test ID: 2023-05-16-18-6
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 05/31/2023
Date Tested: 05/31/2023
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 set # 25
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 560 psi
Modulus of rupture 560 psi
Modulus of rupture 2 565 psi
Modulus of rupture 3 560 psi
Age of specimen 15 days

Test 7 of 7

DIME Test ID: 2023-05-16-18-7
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 06/13/2023
Date Tested: 06/13/2023
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 # 24 initial temperature was out of compliance per test method
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 640 psi
Modulus of rupture 620 psi
Modulus of rupture 2 690 psi
Modulus of rupture 3 605 psi
Age of specimen 28 days