Sample Record for 2024-02-13-36
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994191 DEA: 081G8304 EFIS: 0816000079
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R100.8/R101.8
Work Description: HMA, STRUCTURAL CONC, BAR REINFORCING STEEL, CRSP & IMPORTED BORROW.
Location Description: SAN BERNARDINO COUNTY AT ESSEX FROM 1.1 MILES EAST OF ESSEX ROAD OVERCROSSING TO 0.5 MILE EAST OF HALFWAY HILLS WASH BRIDGE
Contractor Name: SKANSKA USA CIVIL WEST CALIFORNIA DISTRICT INC.
Contractor Address: 1995 Agua Mansa Rd, Riverside, CA 92509
Resident Engineer: Anthony Doan Structure Rep.: Jegbefume Adodo
Sample Information
DIME Sample ID: 2024-02-13-36
TL Number from the TL Form: 081G830420240213
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: 02/13/2024
Date that the sample was received by the laboratory/organization performing the testing: 02/16/2024
The quantity of what the sample constitutes: 2
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1053-213
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertsons
Material Information
The concrete mix design number: 1629128
The truck number from where the sample was collected: 10065024
The batch plant ticket number from where the sample was collected: 48180016
Concrete batch plant: CEMEX
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: HALFWAY HILLS WASH BRIDGE RIGHT EB, Abut 1 to Bent 4, stopped at bulkhead 0.25 span
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 3
DIME Test ID: 2024-02-13-36-1
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: 03/20/2024
Date Tested: 02/27/2024
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
|
2
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
28.18 in^2
|
|
Cross sectional area of cylinder 2
|
28.18 in^2
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Compressive strength (to nearest 10 psi)
|
4060 psi
|
|
Average diameter of cylinder 1
|
5.99 in
|
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Average diameter of cylinder 2
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5.99 in
|
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Compressive strength of cylinder 1
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4112.8 psi
|
|
Compressive strength of cylinder 2
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4006.4 psi
|
|
Maximum load on cylinder 1
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115900 lb
|
|
Maximum load on cylinder 2
|
112900 lb
|
|
Type of fracture pattern of cylinder 1
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3
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
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
|
1
|
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Age of specimen
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14 days
|
Test 2 of 3
DIME Test ID: 2024-02-13-36-2
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: 05/06/2024
Date Tested: 03/12/2024
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
|
28.18 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Compressive strength (to nearest 10 psi)
|
5350 psi
|
|
Average diameter of cylinder 1
|
5.99 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Compressive strength of cylinder 1
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5238.5 psi
|
|
Compressive strength of cylinder 2
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5456.5 psi
|
|
Maximum load on cylinder 1
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147620 lb
|
|
Maximum load on cylinder 2
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154255 lb
|
|
Type of fracture pattern of cylinder 1
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4
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|
Type of fracture pattern of cylinder 2
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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
|
Test 3 of 3
DIME Test ID: 2024-02-13-36-3
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: 03/20/2024
Date Tested: 02/20/2024
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 C1231 - Unbonded Elastomeric Pad Cap
|
|
Compressive strength (to nearest 10 psi)
|
3380 psi
|
|
Average diameter of cylinder 1
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6.00 in
|
|
Average diameter of cylinder 2
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6.00 in
|
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Compressive strength of cylinder 1
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3321.9 psi
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Compressive strength of cylinder 2
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3445.2 psi
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|
Maximum load on cylinder 1
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93910 lb
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|
Maximum load on cylinder 2
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97395 lb
|
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Type of fracture pattern of cylinder 1
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1
|
|
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)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Age of specimen
|
7 days
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