Sample Record for 2023-06-26-80
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993169 DEA: 050A0904 EFIS: 0513000028
QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-156-R1.4/R2.0
Work Description: WIDEN REINFORCED STRUCTURAL CONCRETE BRIDGE & REPLACE BRIDGE RAILING.
Location Description: MONTEREY COUNTY IN AND NEAR CASTROVILLE FROM 0.3 MILE EAST OF ROUTE 156/183 SEPARATION TO 0.2 MILE EAST OF CASTROVILLE BOULEVARD
Contractor Name: Granite Rock (Bryan Jones)
Contractor Address: 5225 Hellyer Ave, Ste 220, San Jose, CA 95138
Resident Engineer: David Hopper Structure Rep.: Dean Russu
Sample Information
DIME Sample ID: 2023-06-26-80
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Sample Organization Contact: 831-818-0254
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 06/26/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/27/2023
The quantity of what the sample constitutes: 40 CY
A brief description of the sample: 2 6" x 12" Cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Graniterock Salinas Batch
Material Information
The concrete mix design number: 57-7-750
The truck number from where the sample was collected: 2343
The batch plant ticket number from where the sample was collected: 586071
Concrete batch plant: Salinas Batch Plant
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Chute discharge into wheel barrel
Where the material sample would have been placed if not sampled: T Girder end wall
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2023-06-26-80-1
Test Method: ASTM C143-10a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 07/24/2023
Date Tested: 06/26/2023
Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Organization Address: 1529 Salinas Highway,
Organization City: Monterey
Organization State: CA
Organization Zipcode: 93940
Organization Email: wesley.rider@dot.ca.gov
Organization Phone: (831) 818-0254
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test 2 of 2
DIME Test ID: 2023-06-26-80-2
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
Verified Date: 07/24/2023
Date Tested: 07/24/2023
Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Organization Address: 1529 Salinas Highway,
Organization City: Monterey
Organization State: CA
Organization Zipcode: 93940
Organization Email: wesley.rider@dot.ca.gov
Organization Phone: (831) 818-0254
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Unit system used?
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US Units
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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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Cross sectional area of cylinder 1
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28.75 in^2
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Cross sectional area of cylinder 2
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28.75 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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6620 psi
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Average diameter of cylinder 1
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6.05 in
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Average diameter of cylinder 2
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6.05 in
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Maximum load on cylinder 1
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191870 lb
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Maximum load on cylinder 2
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188480 lb
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Type of fracture pattern of cylinder 1
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6
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Type of fracture pattern of cylinder 2
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6
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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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28 days
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