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Sample Record for 2014-09-17-7

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

Project Information

Project ID: 209175 DEA: 030F2204 EFIS: 0300000072 QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-50-R30.7/R31.7
Work Description: REPLACE BRIDGE.
Location Description: SLY PARK UNDERCROSSING
Contractor Name: Viking Construction Company
Contractor Address: P.O. Box 1508 , Rancho Cordova, CA 95741
Resident Engineer: Jarrett Woodruff Structure Rep.: Miller, Brandon

Sample Information

DIME Sample ID: 2014-09-17-7
TL Number from the TL Form:
Sample Submitted By Organization: Viking Construction Company, Inc. - Rancho Cordova
Sample Organization Contact: (916) 852-5530
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 09/17/2014
Date that the sample was received by the laboratory/organization performing the testing: 09/17/2014
The quantity of what the sample constitutes: 6 cylinders
A brief description of the sample: Stage 2 Abutment 1
From where was the sample collected: Source
Laboratory sample identification: Unknown
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: Folsom Ready Mix

Material Information

The concrete mix design number: SF718AFSTO
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: 1049762
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Folsom Ready Mix Stockpile
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 2

DIME Test ID: 2014-09-17-7-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 10/13/2014
Date Tested: 09/24/2014
Submitted By Organization: Viking Construction Company, Inc. - Rancho Cordova
Organization Address: 11315 Sunrise Gold Circle, Suite A,
Organization City: Rancho Cordova
Organization State: CA
Organization Zipcode: 95742
Organization Email: dfishback@vikingbridges.com
Organization Phone: (916) 852-5530
General Comments for this Test:
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 28.56 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 6.03 in
Average diameter of cylinder 2 6.01 in
Maximum load on cylinder 1 88230 lb
Maximum load on cylinder 2 89920 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 2 of 2

DIME Test ID: 2014-09-17-7-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 11/14/2014
Date Tested: 10/15/2014
Submitted By Organization: Viking Construction Company, Inc. - Rancho Cordova
Organization Address: 11315 Sunrise Gold Circle, Suite A,
Organization City: Rancho Cordova
Organization State: CA
Organization Zipcode: 95742
Organization Email: dfishback@vikingbridges.com
Organization Phone: (916) 852-5530
General Comments for this Test:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 4
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
Cross sectional area of cylinder 3 28.46 in^2
Capped in accordance with? ASTM C617/CTM521
Cross sectional area of cylinder 4 28.37 in^2
Average diameter of cylinder 1 6.02 in
Compressive strength (to nearest 10 psi) 4950 psi
Average diameter of cylinder 2 6.01 in
Average diameter of cylinder 3 6.02 in
Average diameter of cylinder 4 6.01 in
Maximum load on cylinder 1 132990 lb
Maximum load on cylinder 2 145840 lb
Maximum load on cylinder 3 139590 lb
Maximum load on cylinder 4 141890 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 1
Type of fracture pattern of cylinder 3 1
Type of fracture pattern of cylinder 4 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
Correction factor for cylinder 3 no data
Correction factor for cylinder 4 no data
Age of specimen 28 days

Tests Assigned to this Sample

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