Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994692 DEA: 081N0504 EFIS: 0822000086
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-62-142.3
Work Description: MONUMENT SIGN AESTHETICS, STRUCTURAL CONCRETE AND SCULPTED SHOTCRETE.
Location Description: SAN BERNARDINO COUNTY NEAR ARIZONA STATE LINE AT 0.1 MILE SOUTH OF PARKER DAM ROAD
Contractor Name: BOWE CONTRACTORS INC.
Contractor Address: 609 Baily Court, Tehachapi, CA 93561
Resident Engineer: David Benson Structure Rep.: Unknown
DIME Sample ID: 2024-04-11-45
TL Number from the TL Form:
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: 04/11/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/15/2024
The quantity of what the sample constitutes: 4
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1065-411
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hi Grade Materials
The concrete mix design number: CT675F25
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Monument Sign Foundation
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-04-11-45-1
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: 05/06/2024
Date Tested: 04/25/2024
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
|
2
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
28.46 in^2
|
|
Cross sectional area of cylinder 2
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28.37 in^2
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Compressive strength (to nearest 10 psi)
|
3450 psi
|
|
Average diameter of cylinder 1
|
6.02 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Compressive strength of cylinder 1
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3434.1 psi
|
|
Compressive strength of cylinder 2
|
3459.3 psi
|
|
Maximum load on cylinder 1
|
97735 lb
|
|
Maximum load on cylinder 2
|
98140 lb
|
|
Type of fracture pattern of cylinder 1
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2
|
|
Type of fracture pattern of cylinder 2
|
2
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|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
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Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Age of specimen
|
14 days
|
DIME Test ID: 2024-04-11-45-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap Cured in accordance with ASTM C511
Verified Date: 06/11/2024
Date Tested: 05/09/2024
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
|
2
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Compressive strength (to nearest 10 psi)
|
4140 psi
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
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Compressive strength of cylinder 1
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4052.4 psi
|
|
Compressive strength of cylinder 2
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4235.8 psi
|
|
Maximum load on cylinder 1
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114560 lb
|
|
Maximum load on cylinder 2
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119745 lb
|
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Type of fracture pattern of cylinder 1
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2
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Age of specimen
|
28 days
|
