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Testing Report for 2014-05-23-13000954-6

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

Project Information

DEA: 030F2204
EFIS: 0300000072
Project ID: 209175
QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-50-R30.7/R31.7
Work Description: REPLACE BRIDGE.
Location Description: SLY PARK UNDERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Jarrett Woodruff
Structure Rep.: Brandon Miller

Sample Information

DIME Sample ID: 2014-05-23-13000954
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - Sacramento Structures Construction Sanders Construction Field Office
Sample Organization Contact: (916) 505-6839
Type of Sample: Verification
Type of Material: Concrete
Sample Taken Date: 5/23/2014
Date that the sample was received by the laboratory/organization performing the testing: 5/28/2014
The quantity of what the sample constitutes: 8 Cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier: 25 0042
Structure name: Sly Park Rd UC
The fabricator/manufacturer/facility name: Jobsite

Material Information

The concrete mix design number: F628AFST0
The truck number from where the sample was collected: 17
The batch plant ticket number from where the sample was collected: 1043371
Concrete batch plant: 1B
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Discharge from concrete truck into wheelbarrow.
Where the material sample would have been placed if not sampled: Stage 1 Abutment 1 Footing
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2014-05-23-13000954-6
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 6/13/2014
Capped in accordance with: ASTM C617/CTM521
Verified Date: 7/2/2014
Submitted By Organization: CT D03 - Sacramento Structures Construction Sanders Construction Field Office
Organization Address: 11323 Sanders Dr,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95742
Organization Email: brandon.miller@dot.ca.gov
Organization Phone: (916) 505-6839
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified :

Submitted Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Capped in accordance with?: ASTM C617/CTM521
Compressive strength (to nearest 10 psi): 4310 psi
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.03 in
Compressive strength of cylinder 1: 4357.0 psi
Compressive strength of cylinder 2: 4258.2 psi
Maximum load on cylinder 1: 123608 lb
Maximum load on cylinder 2: 121613 lb
Type of fracture pattern of cylinder 1: 1
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: no data
Age of specimen: 21 days