Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 7780 DEA: 112T1824 EFIS: 1100020051
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-4.7/5.6
Work Description: REPLACE STRUCTURE AND CONSTRUCT DIRECT ACCESS RAMP (DAR).
Location Description: SAN DIEGO COUNTY IN CHULA VISTA FROM 0.4 MILE SOUTH OF EAST PALOMAR STREET OVERCROSSING TO 0.1 MILE NORTH OF NAPLES STREET UNDERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 5860 El Camino Real #200, Carlsbad, CA 92008
Resident Engineer: Tom Davis Structure Rep.: Anh Ma
DIME Sample ID: 2013-11-19-13509462
TL Number from the TL Form:
Sample Submitted By Organization: Signet Testing Laboratories - Anaheim
Sample Organization Contact: (714) 399-1500
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 11/19/2013
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 5 cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Source
Laboratory sample identification: 2013-11-19-1350
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan
The concrete mix design number: 154012F
The truck number from where the sample was collected: 380
The batch plant ticket number from where the sample was collected: 156742
Concrete batch plant:
The fabricator/manufacturer designation for the sample: Vulcan
A detailed description of where the material sample was collected: CIDH 16-33
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2013-11-19-13509462-1
Test Method: ASTM C143-10a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Submitted By Organization: Signet Testing Laboratories - Anaheim
Organization Address: 1320 Simpson Circle,
Organization City: Anaheim
Organization State: CA
Organization Zipcode: 92806
Organization Email:
Organization Phone: (714) 399-1500
Data has not been verified.
DIME Test ID: 2013-11-19-13509462-2
Test Method: ASTM C1064-08: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Submitted By Organization: Signet Testing Laboratories - Anaheim
Organization Address: 1320 Simpson Circle,
Organization City: Anaheim
Organization State: CA
Organization Zipcode: 92806
Organization Email:
Organization Phone: (714) 399-1500
Data has not been verified.
DIME Test ID: 2013-11-19-13509462-3
Test Method: ASTM C138-10b: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Submitted By Organization: Signet Testing Laboratories - Anaheim
Organization Address: 1320 Simpson Circle,
Organization City: Anaheim
Organization State: CA
Organization Zipcode: 92806
Organization Email:
Organization Phone: (714) 399-1500
Data has not been verified.
DIME Test ID: 2013-11-19-13509462-4
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: 01/28/2014
Date Tested: 12/03/2013
Submitted By Organization: Vulcan Materials Company - San Diego
Organization Address: 10051 Black Mountain Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92126
Organization Email: picenor@vmcmail.com
Organization Phone: 6195729564
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
1
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength of cylinder (to nearest 10 psi)
|
3590 psi
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Maximum load on cylinder 1
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101420 lb
|
|
Type of fracture pattern of cylinder 1
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6
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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
|
|
Age of specimen
|
16 days
|
DIME Test ID: 2013-11-19-13509462-5
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: 01/28/2014
Date Tested: 12/17/2013
Submitted By Organization: Vulcan Materials Company - San Diego
Organization Address: 10051 Black Mountain Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92126
Organization Email: picenor@vmcmail.com
Organization Phone: 6195729564
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
|
no data
|
|
Cross sectional area of cylinder 2
|
no data
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
4600 psi
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Maximum load on cylinder 1
|
129550 lb
|
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Maximum load on cylinder 2
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130640 lb
|
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Type of fracture pattern of cylinder 1
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3
|
|
Type of fracture pattern of cylinder 2
|
6
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
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|
Correction factor for cylinder 2
|
no data
|
|
Age of specimen
|
28 days
|
DIME Test ID: 2013-11-19-13509462-6
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: 01/28/2014
Date Tested: 12/31/2013
Submitted By Organization: Vulcan Materials Company - San Diego
Organization Address: 10051 Black Mountain Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92126
Organization Email: picenor@vmcmail.com
Organization Phone: 6195729564
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
|
no data
|
|
Cross sectional area of cylinder 2
|
no data
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
5570 psi
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
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Maximum load on cylinder 1
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157640 lb
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Maximum load on cylinder 2
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156790 lb
|
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Type of fracture pattern of cylinder 1
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6
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Type of fracture pattern of cylinder 2
|
6
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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
|
no data
|
|
Age of specimen
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42 days
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