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Sample Record for 2017-12-22-15

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: 2017-12-22-15
TL Number from the TL Form: 015 917
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: 12/22/2017
Date that the sample was received by the laboratory/organization performing the testing: 12/27/2017
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: 970-917
Structure unique identifier: LUMINAIRE CIDH PILE FOUNDATION AT THE MEDIAN STA 260 PLUS 36
Structure name: LUMINAIRE CIDH PILE FOUNDATION AT THE MEDIAN STA 260 PLUS 36
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: 41299516
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 260 PLUS 36
Where the material sample would have been placed if not sampled: LUMINAIRE CIDH PILE FOUNDATION AT THE MEDIAN STA 260 PLUS 36
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 2

DIME Test ID: 2017-12-22-15-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/29/2017
Date Tested: 12/29/2017
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 6.01 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) 3060 psi
Maximum load on cylinder 1 86230 lb
Maximum load on cylinder 2 87230 lb
Compressive strength of cylinder 1 3050.2 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 3074.7 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 2

DIME Test ID: 2017-12-22-15-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/19/2018
Date Tested: 01/19/2018
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) 3990 psi
Maximum load on cylinder 1 110600 lb
Maximum load on cylinder 2 114720 lb
Compressive strength of cylinder 1 3912.3 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 4058.0 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
2017-12-22-15-2ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens12/29/201701/05/2018Matthew ClaytonCT - Southern Regional Laboratory