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: 2014-08-14-8
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: 08/14/2014
Date that the sample was received by the laboratory/organization performing the testing: 08/15/2014
The quantity of what the sample constitutes: 13 cylinders
A brief description of the sample: concrete cylinders
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: jobsite
The concrete mix design number: 104009F
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 125670
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Palomar Bridge Deck easterly third of deck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2014-08-14-8-1
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: 08/26/2014
Date Tested: 08/17/2014
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:
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)
|
2540 psi
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Maximum load on cylinder 1
|
71720 lb
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Age of specimen
|
3 days
|
DIME Test ID: 2014-08-14-8-2
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: 08/26/2014
Date Tested: 08/19/2014
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:
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)
|
2750 psi
|
|
Average diameter of cylinder 1
|
6.02 in
|
|
Maximum load on cylinder 1
|
78390 lb
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Age of specimen
|
5 days
|
DIME Test ID: 2014-08-14-8-3
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: 08/26/2014
Date Tested: 08/21/2014
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:
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
|
28.46 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
3130 psi
|
|
Average diameter of cylinder 1
|
6.02 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Compressive strength of cylinder 1
|
3043.9 psi
|
|
Compressive strength of cylinder 2
|
3212.5 psi
|
|
Maximum load on cylinder 1
|
86630 lb
|
|
Maximum load on cylinder 2
|
91140 lb
|
|
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
|
7 days
|
DIME Test ID: 2014-08-14-8-4
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: 08/26/2014
Date Tested: 08/22/2014
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:
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
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.46 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
3440 psi
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.02 in
|
|
Compressive strength of cylinder 1
|
3472.3 psi
|
|
Compressive strength of cylinder 2
|
3403.7 psi
|
|
Maximum load on cylinder 1
|
98510 lb
|
|
Maximum load on cylinder 2
|
96870 lb
|
|
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
|
8 days
|
DIME Test ID: 2014-08-14-8-5
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: 08/26/2014
Date Tested: 08/24/2014
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:
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
|
28.46 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
3540 psi
|
|
Average diameter of cylinder 1
|
6.02 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Compressive strength of cylinder 1
|
3594.9 psi
|
|
Compressive strength of cylinder 2
|
3482.2 psi
|
|
Maximum load on cylinder 1
|
102310 lb
|
|
Maximum load on cylinder 2
|
98790 lb
|
|
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
|
10 days
|
DIME Test ID: 2014-08-14-8-6
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: 08/26/2014
Date Tested: 08/26/2014
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:
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)
|
3620 psi
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Maximum load on cylinder 1
|
102610 lb
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Age of specimen
|
12 days
|
DIME Test ID: 2014-08-14-8-7
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
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
Data has not been verified.
DIME Test ID: 2014-08-14-8-8
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
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
Data has not been verified.
