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Sample Record for 2016-05-07-3

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

Project Information

Project ID: 208714 DEA: 08043514 EFIS: 0800000010 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-58-R22.2/R31.1
Work Description: REALIGN AND WIDEN 2 TO 4 LANES EXPRESSWAY
Location Description: HINKLEY ROAD FROM 2.4 MILES WEST OF HIDDEN RIVER ROAD TO? 0.7 MILE EAST OF LENWOOD ROAD.
Contractor Name: Skanska Civil USA
Contractor Address: 1995 Agua Mansa Road, Riverside, CA 92509
Resident Engineer: Shaine Shahidi Structure Rep.: Ahmad Ankir

Sample Information

DIME Sample ID: 2016-05-07-3
TL Number from the TL Form: 915-13
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: 05/07/2016
Date that the sample was received by the laboratory/organization performing the testing: 05/10/2016
The quantity of what the sample constitutes: 2
A brief description of the sample: 6x12 LCB cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 050716-13
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: ROBERTSONS

Material Information

The concrete mix design number: LB16-0022R2
The truck number from where the sample was collected: NOT PROVIDED
The batch plant ticket number from where the sample was collected: NOT PROVIDED
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: NOT PROVIDED
A detailed description of where the material sample was collected: NOT PROVIDED
Where the material sample would have been placed if not sampled: SR 58 EXPRESSWAY AT HINKLEY STAION 1342 PLUS 00
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2016-05-07-3-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 05/14/2016
Date Tested: 05/14/2016
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
Cross sectional area of cylinder 1 27.99 in^2
Cross sectional area of cylinder 2 27.99 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 830 psi
Average diameter of cylinder 1 5.97 in
Average diameter of cylinder 2 5.97 in
Compressive strength of cylinder 1 802.4 psi
Compressive strength of cylinder 2 865.7 psi
Maximum load on cylinder 1 22460 lb
Maximum load on cylinder 2 24230 lb
Type of fracture pattern of cylinder 1 2
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