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Sample Record for 2018-05-17-14

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

Project Information

Project ID: 209694 DEA: 080J0704 EFIS: 0800000282 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-215-0.6/1.7
Work Description: (Alternative Delivery) The CMGC project will reconstruct and improve interchange of I-215 and Barton Road in the City of Grand Terrace, CA.
Location Description: Grade separation at Intersection of I-215 and Barton Road near Grand Terrace, CA. ? On I-215 between I-10 and SR-60.
Contractor Name: Myers / Rados-Southern California Jobsite Office
Contractor Address: 12210 Michigan St., Suite D, Grand Terrace, CA 92313
Resident Engineer: Fereydoon Alipanah Structure Rep.: Tim Flores

Sample Information

DIME Sample ID: 2018-05-17-14
TL Number from the TL Form: 975-0517
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: 05/17/2018
Date that the sample was received by the laboratory/organization performing the testing: 05/23/2018
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 975-0517
Structure unique identifier: I 215 BARTON INTERCHAGE PROJECT ABTMENT 4 RIGHT STAGE1
Structure name: I 215 BARTON INTERCHAGE PROJECT ABTMENT 4 RIGHT STAGE1
The fabricator/manufacturer/facility name: ROBERTSON CORONA

Material Information

The concrete mix design number: SC590B38
The truck number from where the sample was collected: 719
The batch plant ticket number from where the sample was collected: 3640060
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: MYERS
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

Test 1 of 3

DIME Test ID: 2018-05-17-14-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/25/2018
Date Tested: 05/24/2018
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 6.01 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 2690 psi
Maximum load on cylinder 1 74810 lb
Maximum load on cylinder 2 77480 lb
Compressive strength of cylinder 1 2646.3 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 2731.1 psi
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 1
Age of specimen 7 days
Age of specimen in hours no data

Test 2 of 3

DIME Test ID: 2018-05-17-14-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/08/2018
Date Tested: 06/07/2018
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 6.01 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) 3840 psi
Maximum load on cylinder 1 113580 lb
Maximum load on cylinder 2 104070 lb
Compressive strength of cylinder 1 4003.5 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 3668.3 psi
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 1
Age of specimen 21 days
Age of specimen in hours no data

Test 3 of 3

DIME Test ID: 2018-05-17-14-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/15/2018
Date Tested: 06/14/2018
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 6.01 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 4230 psi
Maximum load on cylinder 1 119620 lb
Maximum load on cylinder 2 119690 lb
Compressive strength of cylinder 1 4216.4 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4233.8 psi
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 1
Age of specimen 28 days
Age of specimen in hours no data