Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215747 DEA: 081L4904 EFIS: 0820000086
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD,RIV-10-var
Work Description: INSTALL TRUCK PARKING AVAILABILITY SIGN AND LIGHTING SYSTEM.
Location Description: SAN BERNARDINO AND RIVERSIDE COUNTIES AT VARIOUS LOCATIONS
Contractor Name: ALFARO COMMUNICATIONS CONSTRUCTION, INC
Contractor Address: 15614 S ATLANTIC AVENUE, COMPTON CA 90221
Resident Engineer: Issa Taha Structure Rep.: Unknown
DIME Sample ID: 2022-04-12-24
TL Number from the TL Form: E01
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: 04/12/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/14/2022
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: 1038-01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: EARTH SYSTEMS
The concrete mix design number: 22027HE
The truck number from where the sample was collected: 61
The batch plant ticket number from where the sample was collected: 25811
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Wiley s well rest area Blythe CA
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-04-12-24-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/24/2022
Date Tested: 04/26/2022
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
|
|
Apparent mass of submerged cylinder 1
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0 lb
|
|
Average diameter of cylinder 1
|
5.97 in
|
|
Average diameter of cylinder 2
|
5.98 in
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Cross sectional area of cylinder 1
|
27.99 in^2
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|
Cross sectional area of cylinder 2
|
28.09 in^2
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Compressive strength (to nearest 10 psi)
|
4920 psi
|
|
Maximum load on cylinder 1
|
137355 lb
|
|
Maximum load on cylinder 2
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138470 lb
|
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Compressive strength of cylinder 1
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4907.3 psi
|
|
Type of fracture pattern of cylinder 1
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2
|
|
Compressive strength of cylinder 2
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4929.5 psi
|
|
Type of fracture pattern of cylinder 2
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2
|
|
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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1.00
|
|
Correction factor for cylinder 2
|
1.00
|
|
Age of specimen
|
14 days
|
|
Age of specimen in hours
|
0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2022-04-12-24-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/24/2022
Date Tested: 05/10/2022
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
|
|
Apparent mass of submerged cylinder 1
|
0 lb
|
|
Average diameter of cylinder 1
|
5.98 in
|
|
Average diameter of cylinder 2
|
5.97 in
|
|
Cross sectional area of cylinder 1
|
28.09 in^2
|
|
Cross sectional area of cylinder 2
|
27.99 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5220 psi
|
|
Maximum load on cylinder 1
|
144840 lb
|
|
Maximum load on cylinder 2
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148090 lb
|
|
Compressive strength of cylinder 1
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5156.3 psi
|
|
Type of fracture pattern of cylinder 1
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1
|
|
Compressive strength of cylinder 2
|
5290.8 psi
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Type of fracture pattern of cylinder 2
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3
|
|
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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1.00
|
|
Correction factor for cylinder 2
|
1.00
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
