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Testing Report for 2016-11-15-3-3

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

Project Information

DEA: 080M2804
EFIS: 0800000472
Project ID: 210696
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-171.8/173.8
Work Description: BRIDGE REPLACEMENT AND WIDEN, CONC AND HMA PVMT, COLD PLANE AC PVMT.
Location Description: In SBD County
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: John Santos
Structure Rep.: Faisal Zahlout

Sample Information

DIME Sample ID: 2016-11-15-3
TL Number from the TL Form: 010-1STSET
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: 11/15/2016
Date that the sample was received by the laboratory/organization performing the testing: 11/21/2016
The quantity of what the sample constitutes: 8
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 942-S1
Structure unique identifier: CENDA DITCH BRIDGE
Structure name: CENDA DITCH BRIDGE AT MOUNTAIN PASS
The fabricator/manufacturer/facility name: CALPORTLAND

Material Information

The concrete mix design number: P40AF0233
The truck number from where the sample was collected: 8055
The batch plant ticket number from where the sample was collected: S490848
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: TRUCK
Where the material sample would have been placed if not sampled: CENDA DITCH BRIDGE SOFIT AND STEM STAGE 1
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2016-11-15-3-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 12/13/2016
Verified Date: 12/13/2016
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:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

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: 5.97 in
Average diameter of cylinder 2: 5.97 in
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength (to nearest 10 psi): 4600 psi
Maximum load on cylinder 1: 128310 lb
Maximum load on cylinder 2: 129160 lb
Compressive strength of cylinder 1: 4584.1 psi
Type of fracture pattern of cylinder 1: 1
Compressive strength of cylinder 2: 4614.5 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: no data
Age of specimen: 28 days
Age of specimen in hours: no data