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Sample Record for 2019-09-15-2


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
Resident Engineer: Roy Fisher (reports) Structure Rep.: Fisher, Roy

Sample Information

DIME Sample ID: 2019-09-15-2
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Los Angeles Field Laboratory
Sample Organization Contact: (858) 285-5797
Type of Sample: Informational
Type of Material: Concrete
Sample Taken Date: 09/15/2019
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: One 5 yard load of SCC Mix
A brief description of the sample: 4 x 8 concrete cylinders (3 total)
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name: SARB 4-7

Material Information

The concrete mix design number: UV-301B2
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: 63983
Concrete batch plant: Onsite OCP Perris
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: GIrder 4 7 formwork
Where the material sample would have been placed if not sampled: Bed B1 Girder 4 7
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2019-09-15-2-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 10/21/2019
Date Tested: 10/14/2019
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St
Test General Comments:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Cross sectional area of cylinder 1 12.63 in^2
Cross sectional area of cylinder 2 12.57 in^2
Cross sectional area of cylinder 3 12.57 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 11070 psi
Average diameter of cylinder 1 4.01 in
Average diameter of cylinder 2 4.00 in
Compressive strength of cylinder 1 11530.5 psi
Compressive strength of cylinder 2 11027.0 psi
Average diameter of cylinder 3 4.00 in
Compressive strength of cylinder 3 10657.9 psi
Maximum load on cylinder 1 145630 lb
Maximum load on cylinder 2 138610 lb
Maximum load on cylinder 3 133970 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 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
Age of specimen 29 days