Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213237 DEA: 081G8204 EFIS: 0816000078
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-38-3.8/15.0
Work Description: OVERLAY RUBBERIZED HOT MIX ASPHALT AND UPGRADE ADA RAMPS
Location Description: SAN BERNARDINO COUNTY IN AND NEAR REDLANDS FROM AGATE AVENUE TO VALLEY OF THE FALLS DRIVE
Contractor Name: All American Asphalt
Contractor Address: PO BOX 2229, Corona, CA 92878
Resident Engineer: Nhan Nguyen Structure Rep.: Unknown
DIME Sample ID: 2018-08-27-5
TL Number from the TL Form: 20180827
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: 08/27/2018
Date that the sample was received by the laboratory/organization performing the testing: 08/28/2018
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: 986-0827
Structure unique identifier: rte138and agate NW and NE spandrels and curbs
Structure name: rte138and agate NW and NE spandrels and curbs
The fabricator/manufacturer/facility name: Robertsons Rialto
The concrete mix design number: SC590B38
The truck number from where the sample was collected: 1551
The batch plant ticket number from where the sample was collected: 3955198
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: all american asphalt
A detailed description of where the material sample was collected: MIDLE OF LOAD
Where the material sample would have been placed if not sampled: rte138and agate NW and NE spandrels and curbs
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2018-08-27-5-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/07/2018
Date Tested: 09/04/2018
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
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Number of specimens
|
2
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Test performed
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With no density determined
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Capped in accordance with?
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ASTM C617/CTM521
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Average diameter of cylinder 1
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6.00 in
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Average diameter of cylinder 2
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6.01 in
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Cross sectional area of cylinder 1
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28.27 in^2
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Cross sectional area of cylinder 2
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28.37 in^2
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Compressive strength (to nearest 10 psi)
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2180 psi
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Maximum load on cylinder 1
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62140 lb
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Maximum load on cylinder 2
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61260 lb
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Compressive strength of cylinder 1
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2198.1 psi
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Type of fracture pattern of cylinder 1
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4
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Compressive strength of cylinder 2
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2159.3 psi
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Type of fracture pattern of cylinder 2
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4
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Age of specimen
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8 days
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Age of specimen in hours
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no data
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DIME Test ID: 2018-08-27-5-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/10/2018
Date Tested: 09/10/2018
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
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Average diameter of cylinder 1
|
6.01 in
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|
Average diameter of cylinder 2
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6.02 in
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Cross sectional area of cylinder 1
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28.37 in^2
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Cross sectional area of cylinder 2
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28.46 in^2
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Compressive strength (to nearest 10 psi)
|
13610 psi
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Maximum load on cylinder 1
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699920 lb
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Maximum load on cylinder 2
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72750 lb
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Compressive strength of cylinder 1
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24671.1 psi
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Type of fracture pattern of cylinder 1
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4
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Compressive strength of cylinder 2
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2556.2 psi
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Type of fracture pattern of cylinder 2
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2
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Age of specimen
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14 days
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Age of specimen in hours
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no data
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