Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213745 DEA: 080Q1204 EFIS: 0800020125
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-18-99.5-100.9
Work Description: WIDEN ROADBED AND CONSTRUCT RAISED CURB MEDIAN
Location Description: SAN BERNARDINO COUNTY FROM COBALT ROAD TO ROUTE 395
Contractor Name: Ortiz Enterprise, Inc
Contractor Address: 6 Cushing Suite 200, Irvine, CA 92618
Resident Engineer: Peter Koury Structure Rep.: Leonard Romero
DIME Sample ID: 2019-11-13-38
TL Number from the TL Form: 13
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: 11/13/2019
Date that the sample was received by the laboratory/organization performing the testing: 11/14/2019
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 997-13
Structure unique identifier:
Structure name: victorville
The fabricator/manufacturer/facility name: robertson adlanto
The concrete mix design number: SC550B38
The truck number from where the sample was collected: 9822
The batch plant ticket number from where the sample was collected: 4535891
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: ortiz enterizes inc
A detailed description of where the material sample was collected: 7cy
Where the material sample would have been placed if not sampled: victorville
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2019-11-13-38-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521 Cured in accordance with ASTM C511
Verified Date: 11/22/2019
Date Tested: 11/20/2019
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: (909) 829-3029
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
|
28.09 in^2
|
Cross sectional area of cylinder 2
|
28.09 in^2
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength (to nearest 10 psi)
|
2150 psi
|
Average diameter of cylinder 1
|
5.98 in
|
Average diameter of cylinder 2
|
5.98 in
|
Compressive strength of cylinder 1
|
2029.2 psi
|
Compressive strength of cylinder 2
|
2265.2 psi
|
Maximum load on cylinder 1
|
57000 lb
|
Maximum load on cylinder 2
|
63630 lb
|
Type of fracture pattern of cylinder 1
|
1
|
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
|
7 days
|
DIME Test ID: 2019-11-13-38-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521 Cured in accordance with ASTM C511
Verified Date: 12/17/2019
Date Tested: 12/11/2019
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: (909) 829-3029
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
|
27.99 in^2
|
Cross sectional area of cylinder 2
|
27.99 in^2
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength (to nearest 10 psi)
|
4010 psi
|
Average diameter of cylinder 1
|
5.97 in
|
Average diameter of cylinder 2
|
5.97 in
|
Compressive strength of cylinder 1
|
4130.4 psi
|
Compressive strength of cylinder 2
|
3880.0 psi
|
Maximum load on cylinder 1
|
115610 lb
|
Maximum load on cylinder 2
|
108600 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
|
28 days
|