Sample Record for 2024-11-01-28
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995242 DEA: 060Y1304 EFIS: 0619000010
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-33-40.4/59.3
Work Description: COLD PLANE, PLACE HMA AND RHMA-G, AND REPLACE CULVERTS.
Location Description: KERN COUNTY ABOUT 8 MILES NORTH OF MCKITTRICK FROM CYMRIC WASH BRIDGE TO 0.8 MILE SOUTH OF ROUTE 46
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: P.O. Box 5127,, Bakersfield, CA 93388-5127
Resident Engineer: Jake Garcia Structure Rep.: Albert Heredia
Sample Information
DIME Sample ID: 2024-11-01-28
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 11/01/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/02/2024
The quantity of what the sample constitutes: supported slab
A brief description of the sample: PCC
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Golden empire Wasco
Material Information
The concrete mix design number: NCT109013
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 208163081
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: BACK OF THE TRUCK
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2024-11-01-28-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/08/2024
Date Tested: 11/08/2024
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
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With no density determined
|
|
Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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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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4.02 in
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Average diameter of cylinder 3
|
4.01 in
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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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12.69 in^2
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|
Cross sectional area of cylinder 3
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12.63 in^2
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|
Compressive strength (to nearest 10 psi)
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3470 psi
|
|
Maximum load on cylinder 1
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43770 lb
|
|
Maximum load on cylinder 2
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43560 lb
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Maximum load on cylinder 3
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44120 lb
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Compressive strength of cylinder 1
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3482.1 psi
|
|
Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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3432.6 psi
|
|
Compressive strength of cylinder 3
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3493.3 psi
|
|
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
|
1
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Age of specimen
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7 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test 2 of 2
DIME Test ID: 2024-11-01-28-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/15/2024
Date Tested: 11/15/2024
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
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
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.01 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
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12.63 in^2
|
|
Compressive strength (to nearest 10 psi)
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4250 psi
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Maximum load on cylinder 1
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52370 lb
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Maximum load on cylinder 2
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53890 lb
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Maximum load on cylinder 3
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54140 lb
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Compressive strength of cylinder 1
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4166.3 psi
|
|
Type of fracture pattern of cylinder 1
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4
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Compressive strength of cylinder 2
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4287.2 psi
|
|
Compressive strength of cylinder 3
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4286.6 psi
|
|
Type of fracture pattern of cylinder 2
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4
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Type of fracture pattern of cylinder 3
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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
|
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
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14 days
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Age of specimen in hours
|
no data0 hours
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