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Sample Record for 2016-09-26-8

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: 2016-09-26-8
TL Number from the TL Form: 26
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: 09/26/2016
Date that the sample was received by the laboratory/organization performing the testing: 09/26/2016
The quantity of what the sample constitutes: 2
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 908-26
Structure unique identifier: SHEEP CREEK BRIDGE
Structure name: SHEEP CREEK BRIDGE
The fabricator/manufacturer/facility name: HI GRADE

Material Information

The concrete mix design number: SITI72A
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: CHUTE
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2016-09-26-8-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/13/2016
Date Tested: 10/10/2016
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: (909) 829-3029
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 6.01 in
Average diameter of cylinder 2 6.02 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.46 in^2
Compressive strength (to nearest 10 psi) 4460 psi
Maximum load on cylinder 1 127820 lb
Maximum load on cylinder 2 125530 lb
Compressive strength of cylinder 1 4505.5 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4410.8 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 14 days
Age of specimen in hours no data