Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213477 DEA: 080H4704 EFIS: 0812000074
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-2-2.44
Work Description: WIDEN BRIDGE TO ACCOMMODATE STANDARD SHOULDERS
Location Description: AT WRIGHTWOOD AT SHEEP CREEK BRIDGE
Contractor Name: BEADOR CONSTRUCTION
Contractor Address: 26320 LESTER CIRCLE, CORONA, CA 92883
Resident Engineer: John Santos Structure Rep.: Md Rahman
DIME Sample ID: 2019-10-30-5
TL Number from the TL Form: 1
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: 10/30/2019
Date that the sample was received by the laboratory/organization performing the testing: 11/01/2019
The quantity of what the sample constitutes: 2
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1002-30
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertsons
The concrete mix design number: RRM 19026
The truck number from where the sample was collected: 1713
The batch plant ticket number from where the sample was collected: 4827336
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Truck Discharge
Where the material sample would have been placed if not sampled: Sheep Creek Bridge
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2019-10-30-5-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/02/2019
Date Tested: 11/27/2019
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
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5300 psi
|
|
Maximum load on cylinder 1
|
150830 lb
|
|
Maximum load on cylinder 2
|
150060 lb
|
|
Compressive strength of cylinder 1
|
5316.5 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
5289.4 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
|
