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: 2019-08-12-11
TL Number from the TL Form: 20190812
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: 08/12/2019
Date that the sample was received by the laboratory/organization performing the testing: 08/13/2019
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1002-0812
Structure unique identifier:
Structure name: Pedestals at abut 1 and 2 for the Sheep Creek Bridge
The fabricator/manufacturer/facility name: robertsons
The concrete mix design number: rrm19026
The truck number from where the sample was collected: 1967
The batch plant ticket number from where the sample was collected: 2388996
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Beador Construction
A detailed description of where the material sample was collected: 7 cy
Where the material sample would have been placed if not sampled: Pedestals at abut 1 and 2 for the Sheep Creek Bridge
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2019-08-12-11-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 08/20/2019
Date Tested: 08/19/2019
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
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength (to nearest 10 psi)
|
3160 psi
|
Average diameter of cylinder 1
|
6.01 in
|
Average diameter of cylinder 2
|
6.01 in
|
Compressive strength of cylinder 1
|
3212.2 psi
|
Compressive strength of cylinder 2
|
3115.6 psi
|
Maximum load on cylinder 1
|
91130 lb
|
Maximum load on cylinder 2
|
88390 lb
|
Type of fracture pattern of cylinder 1
|
1
|
Type of fracture pattern of cylinder 2
|
4
|
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
|
7 days
|
DIME Test ID: 2019-08-12-11-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 08/27/2019
Date Tested: 08/26/2019
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
|
Cross sectional area of cylinder 1
|
28.46 in^2
|
Cross sectional area of cylinder 2
|
28.46 in^2
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength (to nearest 10 psi)
|
3890 psi
|
Average diameter of cylinder 1
|
6.02 in
|
Average diameter of cylinder 2
|
6.02 in
|
Compressive strength of cylinder 1
|
3887.6 psi
|
Compressive strength of cylinder 2
|
3896.3 psi
|
Maximum load on cylinder 1
|
110640 lb
|
Maximum load on cylinder 2
|
110890 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
|
1
|
Age of specimen
|
14 days
|