Sample Record for 2024-04-19-20
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215677 DEA: 044G0804 EFIS: 0412000332 COOP: 042676
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-80-R10.4/30.2
Work Description: Highway widening, overhead signs, and electronic toll system.
Location Description: In Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing.
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 Fourth Street, Berkeley, CA 94710
Resident Engineer: Justen Tatum Structure Rep.: Mohan Ayadurai
Sample Information
DIME Sample ID: 2024-04-19-20
TL Number from the TL Form:
Sample Submitted By Organization: Rinker Materials
Sample Organization Contact: (916) 381-3910
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 04/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/19/2024
The quantity of what the sample constitutes: Day's Production
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Rinker Materials
Material Information
The concrete mix design number: mix 5
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 2-12241
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Besser Hopper
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 4
DIME Test ID: 2024-04-19-20-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 04/22/2024
Date Tested: 04/19/2024
Submitted By Organization: Rinker Materials
Organization Address: 7020 Tokay Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95828
Organization Email: Edgar.Benitez@Rinkerpipe.com
Organization Phone: (209) 401-6972
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 2 of 4
DIME Test ID: 2024-04-19-20-2
Test Method: CTM TEMP1-16: Test Method for Monitoring Precast Concrete Curing Temperature (Curing temperature)
Verified Date: 04/22/2024
Date Tested: 04/19/2024
Submitted By Organization: Rinker Materials
Organization Address: 7020 Tokay Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95828
Organization Email: Edgar.Benitez@Rinkerpipe.com
Organization Phone: (209) 401-6972
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Precast Maximum Curing Temperature
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87 °F
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Test 3 of 4
DIME Test ID: 2024-04-19-20-3
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/22/2024
Date Tested: 04/20/2024
Submitted By Organization: Rinker Materials
Organization Address: 7020 Tokay Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95828
Organization Email: Edgar.Benitez@Rinkerpipe.com
Organization Phone: (209) 401-6972
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
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2
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|
Test performed
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With no density determined
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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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Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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Cross sectional area of cylinder 1
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12.57 in^2
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Cross sectional area of cylinder 2
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12.57 in^2
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Compressive strength (to nearest 10 psi)
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2400 psi
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Maximum load on cylinder 1
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30780 lb
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Maximum load on cylinder 2
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29520 lb
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Type of fracture pattern of cylinder 1
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5
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Type of fracture pattern of cylinder 2
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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
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1
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Age of specimen
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1 days
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Age of specimen in hours
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0 hours
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Test 4 of 4
DIME Test ID: 2024-04-19-20-4
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/01/2024
Date Tested: 04/26/2024
Submitted By Organization: Rinker Materials
Organization Address: 7020 Tokay Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95828
Organization Email: Edgar.Benitez@Rinkerpipe.com
Organization Phone: (209) 401-6972
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
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
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12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
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6590 psi
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Maximum load on cylinder 1
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84525 lb
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Maximum load on cylinder 2
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81260 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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4
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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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Age of specimen
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7 days
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Age of specimen in hours
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0 hours
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