Sample Record for 2024-10-11-49
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: 2024-10-11-49
TL Number from the TL Form: 1053-1011-1
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: 10/11/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/16/2024
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: 1053-1011-1
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: 10078319
The batch plant ticket number from where the sample was collected: 48619108
Concrete batch plant: Cemex
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: HALFWAY HILLS BRIDGE WB DECK -3RD LOAD- SAMPLE REP 1ST 300 CY OF CONC - BENT 4
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: 2024-10-11-49-1
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: 12/11/2024
Date Tested: 11/08/2024
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
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|
Number of specimens
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3
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|
Test performed
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With no density determined
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|
Cross sectional area of cylinder 1
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12.69 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
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12.63 in^2
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|
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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5040 psi
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Average diameter of cylinder 1
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4.02 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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5105.6 psi
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Compressive strength of cylinder 2
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4994.5 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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5010.3 psi
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Maximum load on cylinder 1
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64790 lb
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Maximum load on cylinder 2
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63080 lb
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Maximum load on cylinder 3
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63280 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
|
28 days
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Test 2 of 3
DIME Test ID: 2024-10-11-49-2
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: 12/11/2024
Date Tested: 11/22/2024
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
|
12.63 in^2
|
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Compressive strength (to nearest 10 psi)
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5870 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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4.01 in
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Compressive strength of cylinder 1
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5813.8 psi
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Compressive strength of cylinder 2
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5627.1 psi
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Average diameter of cylinder 3
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4.00 in
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Compressive strength of cylinder 3
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6179 psi
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Maximum load on cylinder 1
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73080 lb
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Maximum load on cylinder 2
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71070 lb
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Maximum load on cylinder 3
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77670 lb
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Type of fracture pattern of cylinder 1
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3
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Type of fracture pattern of cylinder 2
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3
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Type of fracture pattern of cylinder 3
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3
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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
|
1
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Correction factor for cylinder 3
|
1
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Age of specimen
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42 days
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Test 3 of 3
DIME Test ID: 2024-10-11-49-3
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: 12/11/2024
Date Tested: 10/29/2024
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
|
12.63 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)
|
4760 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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4.01 in
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Compressive strength of cylinder 1
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4822.6 psi
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Compressive strength of cylinder 2
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4615.2 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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4829 psi
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Maximum load on cylinder 1
|
60620 lb
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Maximum load on cylinder 2
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58290 lb
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Maximum load on cylinder 3
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60990 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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3
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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
|
1
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Correction factor for cylinder 2
|
1
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Correction factor for cylinder 3
|
1
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Age of specimen
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18 days
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