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Sample Record for 2016-02-16-3

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

Project Information

Project ID: 209950 DEA: 080N56U4 EFIS: 0813000176 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R94.7/R99.7
Work Description: BRIDGE REPLACEMENTS.
Location Description: SAN BERNARDINO COUNTY NEAR ESSEX AT HALLER WASH BRIDGE AT ROJO WASH BRIDGE AND AT CLIPPER VALLEY WASH BRIDGE
Contractor Name: OHL USA, INC.
Contractor Address: 1920 MAIN STREET STE 310, Irvine, CA 92614
Resident Engineer: Darcy Davis Structure Rep.: Leonard Romero

Sample Information

DIME Sample ID: 2016-02-16-3
TL Number from the TL Form: deck21116
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 02/16/2016
Date that the sample was received by the laboratory/organization performing the testing: 02/19/2016
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 907-16
Structure unique identifier: clipper wash br rt
Structure name: deck from a8 to p5
The fabricator/manufacturer/facility name: robertsons

Material Information

The concrete mix design number: rrm15028
The truck number from where the sample was collected: 1195
The batch plant ticket number from where the sample was collected: 1418955
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: load 6
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): 2

Test Results

Test 1 of 2

DIME Test ID: 2016-02-16-3-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
Verified Date: 02/26/2016
Date Tested: 02/26/2016
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
Cross sectional area of cylinder 1 28.37 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) 5060 psi
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.01 in
Compressive strength of cylinder 1 5089.9 psi
Compressive strength of cylinder 2 5030.3 psi
Maximum load on cylinder 1 144400 lb
Maximum load on cylinder 2 142710 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 2
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

Test 2 of 2

DIME Test ID: 2016-02-16-3-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/12/2016
Date Tested: 04/12/2016
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 6.01 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 7600 psi
Maximum load on cylinder 1 214500 lb
Maximum load on cylinder 2 216870 lb
Compressive strength of cylinder 1 7560.8 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 7644.3 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 56 days
Age of specimen in hours no data