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: 2014-02-14-12009281
TL Number from the TL Form:
Sample Submitted By Organization: Leighton Consulting, Incorporated - San Diego
Sample Organization Contact: (858) 292-8030
Type of Sample: Verification
Type of Material: Concrete
Sample Taken Date: 02/14/2014
Date that the sample was received by the laboratory/organization performing the testing: 03/18/2014
The quantity of what the sample constitutes: 4 cylinders
A brief description of the sample: concrete cylinders
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier: RW 285L
Structure name:
The fabricator/manufacturer/facility name: Jobsite
The concrete mix design number: 103612F
The truck number from where the sample was collected: 318
The batch plant ticket number from where the sample was collected: TBD
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: RW 285L Wall
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2014-02-14-12009281-1
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: 03/26/2014
Date Tested: 02/28/2014
Submitted By Organization: Leighton Consulting, Incorporated - San Diego
Organization Address: 3934 Murphy Canyon Road, B205,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92123
Organization Email: scolorado@leightongroup.com
Organization Phone: 8583008490
General Comments for this Test: Compliance pending 28 day test results
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
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
3190 psi
|
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Average diameter of cylinder 1
|
6.00 in
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Average diameter of cylinder 2
|
6.00 in
|
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Compressive strength of cylinder 1
|
3149.6 psi
|
|
Compressive strength of cylinder 2
|
3233.8 psi
|
|
Maximum load on cylinder 1
|
89040 lb
|
|
Maximum load on cylinder 2
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91420 lb
|
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Type of fracture pattern of cylinder 1
|
1
|
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Type of fracture pattern of cylinder 2
|
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
|
1
|
|
Correction factor for cylinder 2
|
no data
|
|
Age of specimen
|
17 days
|
DIME Test ID: 2014-02-14-12009281-2
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: 03/26/2014
Date Tested: 03/14/2014
Submitted By Organization: Leighton Consulting, Incorporated - San Diego
Organization Address: 3934 Murphy Canyon Road, B205,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92123
Organization Email: scolorado@leightongroup.com
Organization Phone: 8583008490
General Comments for this Test:
Test Result Compliance: comply
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
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
3660 psi
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Compressive strength of cylinder 1
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3714.2 psi
|
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Compressive strength of cylinder 2
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3597.8 psi
|
|
Maximum load on cylinder 1
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105000 lb
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|
Maximum load on cylinder 2
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101710 lb
|
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Type of fracture pattern of cylinder 1
|
1
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
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
|
28 days
|
