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Sample Record for 2020-05-09-6

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

Project Information

Project ID: 210837 DEA: 080J0804 EFIS: 0800000283 COOP: 081625 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-34.7/51.6
Work Description: (Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT
Location Description: Riverside County and SBD-15-0.0/1.3
Contractor Name: Skanska-Ames, Joint Venture
Contractor Address: 1801 California Avenue, Corona, CA 92881
Resident Engineer: Roy Fisher (reports) Structure Rep.: Roy Fisher

Sample Information

DIME Sample ID: 2020-05-09-6
TL Number from the TL Form: 974-509
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: 05/09/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/02/2020
The quantity of what the sample constitutes: Concrete Cores
A brief description of the sample: Concrete Cores
From where was the sample collected: Job Site
Laboratory sample identification: 974-509
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA

Material Information

The concrete mix design number: NA
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: NA
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Tie back wall number 7 row 2 RW
Where the material sample would have been placed if not sampled: Cores NA
From Lot No.: Unknown
Bag Lot No.: Unknown
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2020-05-09-6-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/12/2020
Date Tested: 06/06/2020
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 6
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 3.72 in
Average diameter of cylinder 2 3.72 in
Average diameter of cylinder 3 3.72 in
Average diameter of cylinder 4 3.72 in
Average diameter of cylinder 5 3.72 in
Average diameter of cylinder 6 3.72 in
Cross sectional area of cylinder 1 10.87 in^2
Cross sectional area of cylinder 2 10.87 in^2
Cross sectional area of cylinder 3 10.87 in^2
Cross sectional area of cylinder 4 10.87 in^2
Cross sectional area of cylinder 5 10.87 in^2
Cross sectional area of cylinder 6 10.87 in^2
Compressive strength (to nearest 10 psi) 6000 psi
Maximum load on cylinder 1 66680 lb
Maximum load on cylinder 2 65310 lb
Maximum load on cylinder 3 64270 lb
Maximum load on cylinder 4 64370 lb
Maximum load on cylinder 5 63060 lb
Maximum load on cylinder 6 67890 lb
Compressive strength of cylinder 1 6134.3 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 6008.3 psi
Compressive strength of cylinder 3 5912.6 psi
Compressive strength of cylinder 4 5921.8 psi
Compressive strength of cylinder 5 5801.3 psi
Compressive strength of cylinder 6 6245.6 psi
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 4
Type of fracture pattern of cylinder 4 2
Type of fracture pattern of cylinder 5 2
Type of fracture pattern of cylinder 6 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
Correction factor for cylinder 3 1
Correction factor for cylinder 4 1
Correction factor for cylinder 5 1
Correction factor for cylinder 6 1
Age of specimen 28 days
Age of specimen in hours no data