Sample Record for 2020-10-01-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214572 DEA: 034E62U4 EFIS: 0319000068
QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-50-18.5/24.2
Work Description: CONSTRUCT UC, MED BARRIER, DRAINAGE SYSTEMS & HMA OVERLAY.
Location Description: EL DORADO COUNTY IN AND NEAR PLACERVILLE FROM MOSQUITO ROAD UNDERCROSSING TO SCHNELL SCHOOL ROAD UNDERCROSSING AND FROM 0.2 MILE WEST OF STILL MEADOW ROAD TO 0.2 MILE EAST OF CARSON ROAD
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Road, Suite 200, Westlake Village, CA 91361
Resident Engineer: Nathan Alterton Structure Rep.: Raymand Macy
Sample Information
DIME Sample ID: 2020-10-01-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 10/01/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/02/2020
The quantity of what the sample constitutes: 4 cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Co-fab California, LLC
Material Information
The concrete mix design number: SCC S9 8 25FA
The truck number from where the sample was collected: Load 2
The batch plant ticket number from where the sample was collected: 1111111
Concrete batch plant: Confab Shafter ca
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: beside casting bed
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2020-10-01-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/02/2020
Date Tested: 10/29/2020
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
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Number of specimens
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2
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Test performed
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With no density determined
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|
Capped in accordance with?
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ASTM C617/CTM521
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Average diameter of cylinder 1
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6.00 in
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Average diameter of cylinder 2
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6.00 in
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Cross sectional area of cylinder 1
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28.27 in^2
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Cross sectional area of cylinder 2
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28.27 in^2
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Compressive strength (to nearest 10 psi)
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8160 psi
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Maximum load on cylinder 1
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226240 lb
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Maximum load on cylinder 2
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234940 lb
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Compressive strength of cylinder 1
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8002.8 psi
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Type of fracture pattern of cylinder 1
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1
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Compressive strength of cylinder 2
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8310.6 psi
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Type of fracture pattern of cylinder 2
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1
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Age of specimen
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28 days
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Age of specimen in hours
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no data
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Test 2 of 2
DIME Test ID: 2020-10-01-1-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/13/2020
Date Tested: 11/12/2020
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Average diameter of cylinder 1
|
6.02 in
|
|
Average diameter of cylinder 2
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6.00 in
|
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Cross sectional area of cylinder 1
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28.46 in^2
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Cross sectional area of cylinder 2
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28.27 in^2
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Compressive strength (to nearest 10 psi)
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9100 psi
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Maximum load on cylinder 1
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261930 lb
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Maximum load on cylinder 2
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254130 lb
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Compressive strength of cylinder 1
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9203.4 psi
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Type of fracture pattern of cylinder 1
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1
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Compressive strength of cylinder 2
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8989.4 psi
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Type of fracture pattern of cylinder 2
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1
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Age of specimen
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42 days
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Age of specimen in hours
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no data
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