Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210696 DEA: 080M2804 EFIS: 0800000472
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-171.8/173.8
Work Description: BRIDGE REPLACEMENT AND WIDEN, CONC AND HMA PVMT, COLD PLANE AC PVMT.
Location Description: In SBD County
Contractor Name: M.C.M. CONSTRUCTION, INC. - Dan Shaw
Contractor Address: P.O. Box 620, North Highlands, CA 95660
Resident Engineer: John Santos Structure Rep.: Faisal Zahlout
DIME Sample ID: 2017-01-30-2
TL Number from the TL Form: 013
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 01/30/2017
Date that the sample was received by the laboratory/organization performing the testing: 02/06/2017
The quantity of what the sample constitutes: 8
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 942-13
Structure unique identifier: S OF CENDA DITCH BR TO WHEATON WASH BR
Structure name: CENDA BR ABUT 4 APPROACH SLAB
The fabricator/manufacturer/facility name: CALPORTLAND
The concrete mix design number: P40AF033
The truck number from where the sample was collected: 8050
The batch plant ticket number from where the sample was collected: S589909
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: TRUCK
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2017-01-30-2-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521 Cured in accordance with ASTM C511
Verified Date: 02/21/2017
Date Tested: 02/14/2017
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: (909) 829-3029
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
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
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|
Cross sectional area of cylinder 2
|
28.09 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
4140 psi
|
|
Average diameter of cylinder 1
|
6.00 in
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Average diameter of cylinder 2
|
5.98 in
|
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Compressive strength of cylinder 1
|
4016.6 psi
|
|
Compressive strength of cylinder 2
|
4261.7 psi
|
|
Maximum load on cylinder 1
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113550 lb
|
|
Maximum load on cylinder 2
|
119710 lb
|
|
Type of fracture pattern of cylinder 1
|
2
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|
Type of fracture pattern of cylinder 2
|
3
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|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
no data
|
|
Age of specimen
|
15 days
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DIME Test ID: 2017-01-30-2-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/21/2017
Date Tested: 02/20/2017
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: (909) 829-3029
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
|
5.99 in
|
|
Cross sectional area of cylinder 1
|
28.46 in^2
|
|
Cross sectional area of cylinder 2
|
28.18 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4370 psi
|
|
Maximum load on cylinder 1
|
126380 lb
|
|
Maximum load on cylinder 2
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121170 lb
|
|
Compressive strength of cylinder 1
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4440.6 psi
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Compressive strength of cylinder 2
|
4299.9 psi
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
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
|
1
|
|
Correction factor for cylinder 2
|
no data
|
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Age of specimen
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21 days
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Age of specimen in hours
|
no data
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DIME Test ID: 2017-01-30-2-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/28/2017
Date Tested: 02/27/2017
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: (909) 829-3029
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
|
6.01 in
|
|
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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28.37 in^2
|
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Compressive strength (to nearest 10 psi)
|
4480 psi
|
|
Maximum load on cylinder 1
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130620 lb
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Maximum load on cylinder 2
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124180 lb
|
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Compressive strength of cylinder 1
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4589.6 psi
|
|
Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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4377.2 psi
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Type of fracture pattern of cylinder 2
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2
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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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no data
|
|
Age of specimen
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28 days
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|
Age of specimen in hours
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no data
|
