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

Sample Record for 2014-01-15-9311196


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
Resident Engineer: Tom Davis Structure Rep.: Ma, Anh

Sample Information

DIME Sample ID: 2014-01-15-9311196
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - San Diego Structures Construction Field Laboratory Office 1
Sample Organization Contact: (858) 688-1414
Type of Sample: Verification
Type of Material: Concrete
Sample Taken Date: 01/15/2014
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: One Wheel Barrel
A brief description of the sample: Concrete Test Samples
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier: RW 301R-Footing
Structure name: RW 301R

Material Information

The concrete mix design number: 103612F
The truck number from where the sample was collected: 852
The batch plant ticket number from where the sample was collected: Load12
Concrete batch plant:
The fabricator/manufacturer designation for the sample: Vulcan Materials Company
A detailed description of where the material sample was collected: Jobsite
Where the material sample would have been placed if not sampled: RW 301R-Footing
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 3

DIME Test ID: 2014-01-15-9311196-1
Test Method: ASTM C143-10a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Data has not been verified.

Test Results

Test 2 of 3

DIME Test ID: 2014-01-15-9311196-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 02/03/2014
Date Tested: 02/03/2014
Submitted By Organization: Leighton Consulting, Inc - San Diego
Organization Address: 3934 Murphy Canyon Road, B205
Test General Comments: Compliance pending 28 day test results
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 28.46 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 2810 psi
Average diameter of cylinder 1 6.02 in
Average diameter of cylinder 2 6.02 in
Compressive strength of cylinder 1 2761.8 psi
Compressive strength of cylinder 2 2865.8 psi
Maximum load on cylinder 1 78600 lb
Maximum load on cylinder 2 81560 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

Test Results

Test 3 of 3

DIME Test ID: 2014-01-15-9311196-3
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 02/17/2014
Date Tested: 02/12/2014
Submitted By Organization: Leighton Consulting, Inc - San Diego
Organization Address: 3934 Murphy Canyon Road, B205
Test General Comments:
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) 3590 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Compressive strength of cylinder 1 3637.4 psi
Compressive strength of cylinder 2 3551.5 psi
Maximum load on cylinder 1 102830 lb
Maximum load on cylinder 2 100400 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 28 days