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Sample Record for 2013-10-17-23007642

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.: Ma, Anh

Sample Information

DIME Sample ID: 2013-10-17-23007642
TL Number from the TL Form:
Sample Submitted By Organization: Signet Testing Labs - Anaheim
Sample Organization Contact: 714-399-1500
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 10/17/2013
Date that the sample was received by the laboratory/organization performing the testing: 10/22/2013
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: 2013-10-17-1100
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: vulcan

Material Information

The concrete mix design number: 105503F
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 153475
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: 301L footing
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: 2013-10-17-23007642-1
Test Method: ASTM C138-10b: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 10/28/2013
Date Tested: 10/23/2013
Submitted By Organization: Signet Testing Labs - Anaheim
Organization Address: 1320 Simpson Circle,
Organization City: Anaheim
Organization State: CA
Organization Zipcode: 92806
Organization Email:
Organization Phone: 714-399-1500
General Comments for this Test:
Additional Comments When Verified:
Identification of concrete represented by the sample set1
Volume of the measure 0.25 ft^3
Density of concrete 146.6 lb/ft^3
Yield of concrete no data
Relative yield of the batch no data
Cement content no data
Air content 1.9 %

Test 2 of 6

DIME Test ID: 2013-10-17-23007642-2
Test Method: ASTM C143-10a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 10/28/2013
Date Tested: 10/23/2013
Submitted By Organization: Signet Testing Labs - Anaheim
Organization Address: 1320 Simpson Circle,
Organization City: Anaheim
Organization State: CA
Organization Zipcode: 92806
Organization Email:
Organization Phone: 714-399-1500
General Comments for this Test:
Additional Comments When Verified:
Slump 4 inch

Test 3 of 6

DIME Test ID: 2013-10-17-23007642-3
Test Method: ASTM C1064-08: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 10/28/2013
Date Tested: 10/24/2013
Submitted By Organization: Signet Testing Labs - Anaheim
Organization Address: 1320 Simpson Circle,
Organization City: Anaheim
Organization State: CA
Organization Zipcode: 92806
Organization Email:
Organization Phone: 714-399-1500
General Comments for this Test:
Additional Comments When Verified:
Temperature 75 F

Test 4 of 6

DIME Test ID: 2013-10-17-23007642-4
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 11/25/2013
Date Tested: 10/24/2013
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:
Organization Phone: 619-572-9564
General Comments for this Test:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed no data
Comment on any defect in either specimen or caps (Max 250 Characters) no data

Test 5 of 6

DIME Test ID: 2013-10-17-23007642-5
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 01/21/2014
Date Tested: 11/28/2013
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:
Organization Phone: 619-572-9564
General Comments for this Test:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed no data
Comment on any defect in either specimen or caps (Max 250 Characters) no data

Test 6 of 6

DIME Test ID: 2013-10-17-23007642-6
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 01/22/2014
Date Tested: 12/12/2013
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:
Organization Phone: 619-572-9564
General Comments for this Test:
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) 6170 psi
Average diameter of cylinder 1 6.00 in
Maximum load on cylinder 1 174450 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 56 days

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.