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Sample Record for 2023-01-13-30

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Project Information

Project ID: 214892 DEA: 06442554 EFIS: 0612000176 COOP: 061699 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-46-29.7/31.9
Work Description: CONVERT 2-LANE TO 4-LANE HMA PAVEMENT AND CONSTRUCT NEW BRIDGE.
Location Description: KERN COUNTY AT AND NEAR LOST HILLS FROM 0.2 MILE WEST OF CALIFORNIA AQUEDUCT BRIDGE TO 1.4 MILES EAST OF LOST HILLS ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: Trever Shiplee Structure Rep.: Gabriel Macias

Sample Information

DIME Sample ID: 2023-01-13-30
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: 01/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 01/14/2023
The quantity of what the sample constitutes: 12 cylinder- 4X8
A brief description of the sample: Cylinder
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Lost Hills

Material Information

The concrete mix design number: ND 20527
The truck number from where the sample was collected: back of truck
The batch plant ticket number from where the sample was collected: NOT PROVIDED
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): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-01-13-30-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/24/2023
Date Tested: 01/24/2023
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 system used? US Units
Number of specimens 3
Test performed With no density determined
Capped in accordance with? ASTM C39 - Ground End
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Average diameter of cylinder 3 4.00 in
Cross sectional area of cylinder 1 12.57 in^2
Cross sectional area of cylinder 2 12.57 in^2
Cross sectional area of cylinder 3 12.57 in^2
Compressive strength (to nearest 10 psi) 4690 psi
Maximum load on cylinder 1 57770 lb
Maximum load on cylinder 2 59680 lb
Maximum load on cylinder 3 59530 lb
Compressive strength of cylinder 1 4595.9 psi
Type of fracture pattern of cylinder 1 4
Compressive strength of cylinder 2 4747.8 psi
Compressive strength of cylinder 3 4735.9 psi
Type of fracture pattern of cylinder 2 4
Type of fracture pattern of cylinder 3 4
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Correction factor for cylinder 2 1
Correction factor for cylinder 3 1
Age of specimen 10 days
Age of specimen in hours no data0 hours

Test 2 of 2

DIME Test ID: 2023-01-13-30-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/10/2023
Date Tested: 02/10/2023
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 system used? US Units
Number of specimens 3
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Average diameter of cylinder 3 4.00 in
Cross sectional area of cylinder 1 12.57 in^2
Cross sectional area of cylinder 2 12.57 in^2
Cross sectional area of cylinder 3 12.57 in^2
Compressive strength (to nearest 10 psi) 6240 psi
Maximum load on cylinder 1 78570 lb
Maximum load on cylinder 2 76810 lb
Maximum load on cylinder 3 79970 lb
Compressive strength of cylinder 1 6250.6 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 6110.6 psi
Compressive strength of cylinder 3 6362 psi
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 2
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Correction factor for cylinder 2 1
Correction factor for cylinder 3 1
Age of specimen 28 days
Age of specimen in hours no data0 hours