Sample Record for 2023-02-14-38
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: 2023-02-14-38
TL Number from the TL Form: 115839
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: 02/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/15/2023
The quantity of what the sample constitutes: 2 - 6 x 12" Cylinders
A brief description of the sample: CIDH Wet hole Concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Graniterock Salinas
Material Information
The concrete mix design number: 087722VP
The truck number from where the sample was collected: 2363
The batch plant ticket number from where the sample was collected: na
Concrete batch plant: Graniterock Salinas Batch
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: CHUTE FROM TRUCK
Where the material sample would have been placed if not sampled: CIDH Pile Bent 3
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 1
DIME Test ID: 2023-02-14-38-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/14/2023
Date Tested: 03/14/2023
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: 2 - 6 x 12" Cylinders 28 Day break
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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Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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Average diameter of cylinder 1
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5.98 in
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Average diameter of cylinder 2
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5.98 in
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Cross sectional area of cylinder 1
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28.07 in^2
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Cross sectional area of cylinder 2
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28.07 in^2
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Compressive strength (to nearest 10 psi)
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6690 psi
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Maximum load on cylinder 1
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188460 lb
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Maximum load on cylinder 2
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187080 lb
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Type of fracture pattern of cylinder 1
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1
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Type of fracture pattern of cylinder 2
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1
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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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Age of specimen in hours
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0 hours
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