Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210485 DEA: 080R8504 EFIS: 0812000200
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD--
Work Description: CONSTRUCT SAND STORAGE BUILDING AND PAVE YARD
Location Description: SAN BERNARDINO COUNTY AT NIPTON 94200 CLARKE MOUNTAIN ROAD ON ROUTE 15 ABOUT 33 MILES EAST OF BAKER AT THE MOUNTAIN PASS MAINTENANCE STATION MOUNTAIN PASS, CALIFORNIA 92366
Contractor Name: RE CHAFFEE CONSTRUCTION INC.
Contractor Address: 18020 National Trails Hwy, Oro Grande, CA 92368
Resident Engineer: Khoa Nguyen Structure Rep.: Monty Navarro
DIME Sample ID: 2024-07-30-93
TL Number from the TL Form: 01
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: 07/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/01/2024
The quantity of what the sample constitutes: 6
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1070-30X
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hi Grade Oro Grande
The concrete mix design number: HG98537
The truck number from where the sample was collected: 293
The batch plant ticket number from where the sample was collected: 2645
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: WASH RACK CANOPY AND FIRE WATER STORAGE TANK
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-07-30-93-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap Cured in accordance with ASTM C511
Verified Date: 08/26/2024
Date Tested: 08/13/2024
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
|
3
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
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12.63 in^2
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|
Cross sectional area of cylinder 2
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12.63 in^2
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|
Cross sectional area of cylinder 3
|
12.63 in^2
|
|
Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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|
Compressive strength (to nearest 10 psi)
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4570 psi
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Average diameter of cylinder 1
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4.01 in
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Average diameter of cylinder 2
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4.01 in
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Compressive strength of cylinder 1
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4656.4 psi
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Compressive strength of cylinder 2
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4470.3 psi
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Average diameter of cylinder 3
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4.01 in
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Compressive strength of cylinder 3
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4568.5 psi
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Maximum load on cylinder 1
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58810 lb
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Maximum load on cylinder 2
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56460 lb
|
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Maximum load on cylinder 3
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57700 lb
|
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Type of fracture pattern of cylinder 1
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2
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Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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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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Correction factor for cylinder 3
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1
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Age of specimen
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14 days
|
DIME Test ID: 2024-07-30-93-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap Cured in accordance with ASTM C511
Verified Date: 08/29/2024
Date Tested: 08/27/2024
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
|
3
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.63 in^2
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Compressive strength (to nearest 10 psi)
|
5470 psi
|
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Average diameter of cylinder 1
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4.00 in
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Average diameter of cylinder 2
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4.00 in
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Compressive strength of cylinder 1
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5427.2 psi
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Compressive strength of cylinder 2
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5449.5 psi
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Average diameter of cylinder 3
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4.01 in
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Compressive strength of cylinder 3
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5547.1 psi
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Maximum load on cylinder 1
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68220 lb
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Maximum load on cylinder 2
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68500 lb
|
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Maximum load on cylinder 3
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70060 lb
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Type of fracture pattern of cylinder 1
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2
|
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Type of fracture pattern of cylinder 2
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1
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Type of fracture pattern of cylinder 3
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1
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
|
|
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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Correction factor for cylinder 3
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1
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Age of specimen
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28 days
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