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Sample Record for 2013-11-19-13509462

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

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

Material Information

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.:

Test Results

Test 1 of 6

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.

Test 2 of 6

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.

Test 3 of 6

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.

Test 4 of 6

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
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 101420 lb
Type of fracture pattern of cylinder 1 6
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Age of specimen 16 days

Test 5 of 6

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
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
Maximum load on cylinder 2 130640 lb
Type of fracture pattern of cylinder 1 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
Correction factor for cylinder 2 no data
Age of specimen 28 days

Test 6 of 6

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
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
Maximum load on cylinder 1 157640 lb
Maximum load on cylinder 2 156790 lb
Type of fracture pattern of cylinder 1 6
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
Correction factor for cylinder 2 no data
Age of specimen 42 days