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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 - 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 - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
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 - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
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 - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
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

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.