Sample Record for 2022-05-12-64
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993121 DEA: 032H62U4 EFIS: 0319000021
QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV-20-25.6/39.8
Work Description: ROADWAY EXCAVATION, HMA (TYPE A) WITH CLASS 2 AB, RCB CULVERT AND RCP.
Location Description: NEVADA COUNTY NEAR OMEGA AT VARIOUS LOCATIONS FROM 0.2 MILE WEST OF CONSERVATION ROAD (WASHINGTON RIDGE ROAD) TO 1.2 MILES WEST OF ZEIBRIGHT ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4001 Bradshaw Road, Sacramento, CA 95827
Resident Engineer: Jeff Johnson Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2022-05-12-64
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: 05/12/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/12/2022
The quantity of what the sample constitutes: 1 days production
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Rinker Materials
Material Information
The concrete mix design number: mix1
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 3
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 5
DIME Test ID: 2022-05-12-64-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/28/2022
Date Tested: 05/13/2022
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
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|
Number of specimens
|
3
|
|
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
|
|
Average diameter of cylinder 3
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4.00 in
|
|
Cross sectional area of cylinder 1
|
12.57 in^2
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|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
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Compressive strength (to nearest 10 psi)
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2920 psi
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Maximum load on cylinder 1
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35750 lb
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Maximum load on cylinder 2
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37520 lb
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Maximum load on cylinder 3
|
37000 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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5
|
|
Type of fracture pattern of cylinder 3
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5
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
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
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1
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Age of specimen
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1 days
|
|
Age of specimen in hours
|
0 hours
|
Test 2 of 5
DIME Test ID: 2022-05-12-64-2
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/28/2022
Date Tested: 05/19/2022
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
|
12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
6350 psi
|
|
Maximum load on cylinder 1
|
80020 lb
|
|
Maximum load on cylinder 2
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79445 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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5
|
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Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
|
|
Age of specimen
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7 days
|
|
Age of specimen in hours
|
0 hours
|
Test 3 of 5
DIME Test ID: 2022-05-12-64-3
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/28/2022
Date Tested: 06/09/2022
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
|
12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
8060 psi
|
|
Maximum load on cylinder 1
|
99820 lb
|
|
Maximum load on cylinder 2
|
102685 lb
|
|
Type of fracture pattern of cylinder 1
|
5
|
|
Type of fracture pattern of cylinder 2
|
5
|
|
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
|
|
Age of specimen in hours
|
0 hours
|
Test 4 of 5
DIME Test ID: 2022-05-12-64-4
Test Method: CTM TEMP1-16: Test Method for Monitoring Precast Concrete Curing Temperature (Curing temperature)
Verified Date: 07/28/2022
Date Tested: 05/12/2022
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:
|
Precast Maximum Curing Temperature
|
132.1 °F
|
Test 5 of 5
DIME Test ID: 2022-05-12-64-5
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 07/28/2022
Date Tested: 05/12/2022
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:
