Sample Record for 2023-01-20-10
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993386 DEA: 060R1904 EFIS: 0614000057 COOP: 061783
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-184,223-L0.0/L0.3,R15.7/R16.3
Work Description: CONSTRUCT ROUNDABOUT, CURB RAMPS, AND LIGHTING SYSTEMS.
Location Description: KERN COUNTY NEAR ARVIN ON ROUTE 184 FROM ROUTE 223 TO 0.3 MILE NORTH OF ROUTE 223 AND ON ROUTE 223 FROM 0.3 MILE WEST OF ROUTE 184 TO 0.3 MILE EAST OF ROUTE 184
Contractor Name: Griffith Company
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: Amarjit Dhaliwal Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2023-01-20-10
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: 01/20/2023
Date that the sample was received by the laboratory/organization performing the testing: 01/20/2023
The quantity of what the sample constitutes: 38 Cubic Yards
A brief description of the sample: JPCP concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Golden Empire - Bakersfield
Material Information
The concrete mix design number: ND15518C
The truck number from where the sample was collected: 9187 load4
The batch plant ticket number from where the sample was collected: 207289730
Concrete batch plant: Golden Empire Bakersfield
The fabricator/manufacturer designation for the sample: 14 beams at jobsite 90 and 91
A detailed description of where the material sample was collected: Back of Truck
Where the material sample would have been placed if not sampled: PAVEMENT SLAB
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 4
DIME Test ID: 2023-01-20-10-1
Test Method: CTM 518-June 2010: Method of Test for Unit Weight of Fresh Concrete
Verified Date: 01/20/2023
Date Tested: 01/20/2023
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:
Test Result Compliance:
Additional Comments When Verified:
Unit weight of the concrete
|
148.49 lb/ft^3
|
Volume of the concrete
|
9.347 yd^3
|
Cement content
|
682.037 lb/yd^3
|
Test 2 of 4
DIME Test ID: 2023-01-20-10-2
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 01/31/2023
Date Tested: 01/31/2023
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: required 550 psi for open to 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
|
480 psi
|
Modulus of rupture
|
450 psi
|
Modulus of rupture 2
|
460 psi
|
Modulus of rupture 3
|
525 psi
|
Age of specimen
|
11 days
|
Test 3 of 4
DIME Test ID: 2023-01-20-10-3
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 02/08/2023
Date Tested: 02/08/2023
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: 10.2 Field curing beams for open to traffic requirement 550 psi per section 40
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
|
570 psi
|
Modulus of rupture 2
|
560 psi
|
Modulus of rupture 3
|
555 psi
|
Age of specimen
|
19 days
|
Test 4 of 4
DIME Test ID: 2023-01-20-10-4
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 02/17/2023
Date Tested: 02/17/2023
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 Beam ; 28 days acceptance
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
|
800 psi
|
Modulus of rupture
|
755 psi
|
Modulus of rupture 2
|
790 psi
|
Modulus of rupture 3
|
850 psi
|
Age of specimen
|
28 days
|