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Sample Record for 2016-04-13-1

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: 2016-04-13-1
TL Number from the TL Form: LB16-0022R2
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: 04/13/2016
Date that the sample was received by the laboratory/organization performing the testing: 04/15/2016
The quantity of what the sample constitutes: 6
A brief description of the sample: 6 x 12 LCB Cylinders
From where was the sample collected: Other
Laboratory sample identification: 915-R2
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: CEMEX

Material Information

The concrete mix design number: LB16-0022R2
The truck number from where the sample was collected: LOAD 3
The batch plant ticket number from where the sample was collected: NOT PROVIDED
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: NOT PROVIDED
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: 2016-04-13-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/16/2016
Date Tested: 04/16/2016
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 6
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
Average diameter of cylinder 3 6.00 in
Average diameter of cylinder 4 6.02 in
Average diameter of cylinder 5 6.03 in
Average diameter of cylinder 6 6.01 in
Cross sectional area of cylinder 1 28.46 in^2
Cross sectional area of cylinder 2 28.46 in^2
Cross sectional area of cylinder 3 28.27 in^2
Cross sectional area of cylinder 4 28.46 in^2
Cross sectional area of cylinder 5 28.56 in^2
Cross sectional area of cylinder 6 28.37 in^2
Compressive strength (to nearest 10 psi) 480 psi
Maximum load on cylinder 1 14000 lb
Maximum load on cylinder 2 13820 lb
Maximum load on cylinder 3 13470 lb
Maximum load on cylinder 4 12560 lb
Maximum load on cylinder 5 13730 lb
Maximum load on cylinder 6 13600 lb
Compressive strength of cylinder 1 491.9 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 485.6 psi
Compressive strength of cylinder 3 476.5 psi
Compressive strength of cylinder 4 441.3 psi
Compressive strength of cylinder 5 480.7 psi
Compressive strength of cylinder 6 479.4 psi
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 3
Type of fracture pattern of cylinder 4 3
Type of fracture pattern of cylinder 5 3
Type of fracture pattern of cylinder 6 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
Correction factor for cylinder 3 no data
Correction factor for cylinder 4 no data
Correction factor for cylinder 5 no data
Correction factor for cylinder 6 no data
Age of specimen 3 days
Age of specimen in hours no data