Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215350 DEA: 081E0604 EFIS: 0813000140
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-18-97.0/99.5
Work Description: WIDEN ROADWAY WITH HMA, MINOR CONCRETE & MODIFY SIGNAL & LIGHTING.
Location Description: SAN BERNARDINO COUNTY IN VICTORVILLE FROM AMARGOSA ROAD TO COBALT ROAD
Contractor Name: SULLY-MILLER CONTRACTING COMPANY
Contractor Address: 135 S STATE COLLEGE BLVD #400, BREA CA 92821
Resident Engineer: Larry Canuti Structure Rep.: Unknown
DIME Sample ID: 2021-07-16-31
TL Number from the TL Form: 146305
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: 07/16/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/19/2021
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 1031-05
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: np
The concrete mix design number: np
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: np
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: np
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2021-07-16-31-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/23/2021
Date Tested: 07/23/2021
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
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Cross sectional area of cylinder 1
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28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
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Compressive strength (to nearest 10 psi)
|
3490 psi
|
|
Maximum load on cylinder 1
|
99715 lb
|
|
Maximum load on cylinder 2
|
98240 lb
|
|
Compressive strength of cylinder 1
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3514.8 psi
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Compressive strength of cylinder 2
|
3462.8 psi
|
|
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
|
7 days
|
|
Age of specimen in hours
|
0 hours
|
DIME Test ID: 2021-07-16-31-2
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/13/2021
Date Tested: 08/13/2021
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
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.02 in
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.46 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4550 psi
|
|
Maximum load on cylinder 1
|
128315 lb
|
|
Maximum load on cylinder 2
|
130405 lb
|
|
Compressive strength of cylinder 1
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4522.9 psi
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Compressive strength of cylinder 2
|
4582.0 psi
|
|
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
|
28 days
|
|
Age of specimen in hours
|
0 hours
|
