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Sample Record for 2015-08-19-1

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

Project Information

Project ID: 5266 DEA: 08448404 EFIS: 0800000712 COOP: 081488A1 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-91-15.6/21.6
Work Description: CONSTRUCT HOV LANES AND WIDEN BRIDGES.
Location Description: RIVERSIDE COUNTY IN RIVERSIDE FROM ADAMS STREET TO THE ROUTE 60/215 SEPARATION
Contractor Name: SEMA CONSTRUCTION INC
Contractor Address: 320 Goddard, Suite 150, , Irvine, CA 92618
Resident Engineer: Joseph Lopez Structure Rep.: Al-Hakem Alina

Sample Information

DIME Sample ID: 2015-08-19-1
TL Number from the TL Form: 81519
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: 08/19/2015
Date that the sample was received by the laboratory/organization performing the testing: 08/21/2015
The quantity of what the sample constitutes: 6
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 825-19
Structure unique identifier: IVY ST
Structure name: BRIDGE DECK
The fabricator/manufacturer/facility name: JOB

Material Information

The concrete mix design number: SC675B38
The truck number from where the sample was collected: 1546
The batch plant ticket number from where the sample was collected: 1255999
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: JOB
Where the material sample would have been placed if not sampled: Unknown
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 3

DIME Test ID: 2015-08-19-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/03/2015
Date Tested: 09/02/2015
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 victoria st,
Organization City: fontana
Organization State:
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 6.00 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 3920 psi
Maximum load on cylinder 1 112720 lb
Maximum load on cylinder 2 108670 lb
Compressive strength of cylinder 1 3987.3 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 3844.0 psi
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 14 days
Age of specimen in hours no data

Test 2 of 3

DIME Test ID: 2015-08-19-1-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/16/2015
Date Tested: 09/16/2015
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 victoria st,
Organization City: fontana
Organization State:
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 6.00 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 5110 psi
Maximum load on cylinder 1 145120 lb
Maximum load on cylinder 2 143530 lb
Compressive strength of cylinder 1 5133.4 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 5077.1 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 28 days
Age of specimen in hours no data

Test 3 of 3

DIME Test ID: 2015-08-19-1-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/30/2015
Date Tested: 09/30/2015
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 victoria st,
Organization City: fontana
Organization State:
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 6.00 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 5480 psi
Maximum load on cylinder 1 154770 lb
Maximum load on cylinder 2 155040 lb
Compressive strength of cylinder 1 5474.7 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 5484.3 psi
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 42 days
Age of specimen in hours no data