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Sample Record for 2018-01-04-17

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

Project Information

Project ID: 211855 DEA: 081E6504 EFIS: 0814000059 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-60-R0.0/7.5
Work Description: INSTALL DOUBLE LUMINAIRE LIGHTINGS AND UPGRADE EXISTING LIGHTINGS
Location Description: RIVERSIDE COUNTY FROM SAN BERNARDINO COUNTY LINE TO VALLEY WAY UNDERCROSSING
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: 8555 Banana Ave, Fontana, CA 92335
Resident Engineer: Miguel Calixto Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2018-01-04-17
TL Number from the TL Form: 11214
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: 01/04/2018
Date that the sample was received by the laboratory/organization performing the testing: 01/08/2018
The quantity of what the sample constitutes: 6
A brief description of the sample: Concrete 6 x 12
From where was the sample collected: Job Site
Laboratory sample identification: 970-214
Structure unique identifier: LUMINAIRE CIDH PILE FOUNDATION AT THE MEDIAN STA 269 PLUS 20
Structure name: LUMINAIRE CIDH PILE FOUNDATION AT THE MEDIAN STA 269 PLUS 20
The fabricator/manufacturer/facility name: CEMEX

Material Information

The concrete mix design number: 1518590
The truck number from where the sample was collected: 1
The batch plant ticket number from where the sample was collected: np
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: LUMINAIRE CIDH PILE FOUNDATION AT THE MEDIAN STA 269 PLUS 20
Where the material sample would have been placed if not sampled: LUMINAIRE CIDH PILE FOUNDATION AT THE MEDIAN STA 269 PLUS 20
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 3

DIME Test ID: 2018-01-04-17-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/11/2018
Date Tested: 01/11/2018
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
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) 3120 psi
Maximum load on cylinder 1 90210 lb
Maximum load on cylinder 2 86370 lb
Compressive strength of cylinder 1 3179.8 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 3055.2 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: 2018-01-04-17-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/19/2018
Date Tested: 01/18/2018
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
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) 3660 psi
Maximum load on cylinder 1 101725 lb
Maximum load on cylinder 2 105105 lb
Compressive strength of cylinder 1 3598.3 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 3717.9 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 1
Age of specimen 14 days
Age of specimen in hours no data

Test 3 of 3

DIME Test ID: 2018-01-04-17-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/01/2018
Date Tested: 02/01/2018
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
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) 4530 psi
Maximum load on cylinder 1 129060 lb
Maximum load on cylinder 2 127340 lb
Compressive strength of cylinder 1 4565.3 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 4504.4 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