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Sample Record for 2016-04-11-2

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

Project Information

Project ID: 208682 DEA: 083401U4 EFIS: 0800000609 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-138,138-6.2/6.4,2.3/R15.2
Work Description: WIDEN TO 4 LNS FR BEEKLEY RD TO JCT 15, ADD 1 LN EB FR PHELAN RD TO
Location Description: SAN BERNARDINO COUNTY ON ROUTE 138 NEAR PHELAN FROM 0.6 MILE WEST OF PHELAN ROAD TO THE JUNCTION OF ROUTE 15 AND ON ROUTE 2 FROM 0.1 MILE NORTH OF WILD HORSE CANYON ROAD TO ROUTE 138
Contractor Name: Flatiron
Contractor Address: 1770 LA COSTA MEADOWS DRIVE, SAN MARCOS CA 92078
Resident Engineer: Elvira Lenart Structure Rep.: Osama Abdalla

Sample Information

DIME Sample ID: 2016-04-11-2
TL Number from the TL Form: 20150411
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 04/11/2016
Date that the sample was received by the laboratory/organization performing the testing: 04/13/2016
The quantity of what the sample constitutes: 2
A brief description of the sample: Concrete 6 x 12 Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 908-11
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: Not Provided

Material Information

The concrete mix design number: HG78547A
The truck number from where the sample was collected: 175
The batch plant ticket number from where the sample was collected: 726296
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Load 3
Where the material sample would have been placed if not sampled: Wildlife Undercrossing 2
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2016-04-11-2-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/21/2016
Date Tested: 04/21/2016
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
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
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 6.02 in
Average diameter of cylinder 2 6.02 in
Cross sectional area of cylinder 1 28.46 in^2
Cross sectional area of cylinder 2 28.46 in^2
Compressive strength (to nearest 10 psi) 4260 psi
Maximum load on cylinder 1 121610 lb
Maximum load on cylinder 2 120830 lb
Compressive strength of cylinder 1 4273.0 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4245.6 psi
Type of fracture pattern of cylinder 2 3
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
Age of specimen in hours no data