Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214486 DEA: 080K1224 EFIS: 0815000244
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-R28.6/37.5
Work Description: REHBILIATATE EXISTING MAINLINE AND RAMP PAVEMENT
Location Description: SAN BERNARDINO COUNTY IN HESPERIA AND VICTORVILLE FROM OAK HILL ROAD OVERCROSSING TO 0.1 MILE SOUTH OF BEAR VALLEY ROAD OVERCROSSING
Contractor Name: SULLY - MILLER CONTRACTING COMPANY
Contractor Address: 135 S STATE COLLEGE BLVD. 400, BREA, CA 92821
Resident Engineer: Larry J Canuti Structure Rep.: Taghreed Al-khateeb
DIME Sample ID: 2023-09-15-24
TL Number from the TL Form: 1
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 09/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/16/2023
The quantity of what the sample constitutes: 6
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 1042-915
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SULLY
The concrete mix design number: G3-22-PCC-273
The truck number from where the sample was collected: na
The batch plant ticket number from where the sample was collected: 18
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: I15 SB STA 267.61 to 267.61
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-09-15-24-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/14/2023
Date Tested: 10/26/2023
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
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
|
Apparent mass of submerged cylinder 1
|
0 lb
|
Average diameter of cylinder 1
|
6.03 in
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Average diameter of cylinder 2
|
6.03 in
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Average diameter of cylinder 3
|
6.03 in
|
Cross sectional area of cylinder 1
|
28.56 in^2
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Cross sectional area of cylinder 2
|
28.56 in^2
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Cross sectional area of cylinder 3
|
28.56 in^2
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Compressive strength (to nearest 10 psi)
|
4920 psi
|
Maximum load on cylinder 1
|
138795 lb
|
Maximum load on cylinder 2
|
141160 lb
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Maximum load on cylinder 3
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141910 lb
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Compressive strength of cylinder 1
|
4860.0 psi
|
Type of fracture pattern of cylinder 1
|
2
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Compressive strength of cylinder 2
|
4940.0 psi
|
Compressive strength of cylinder 3
|
4970 psi
|
Type of fracture pattern of cylinder 2
|
2
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Type of fracture pattern of cylinder 3
|
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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1.00
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Correction factor for cylinder 2
|
1.00
|
Correction factor for cylinder 3
|
1.00
|
Age of specimen
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41 days
|
Age of specimen in hours
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0 hours
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Serial number of delivery ticket, if available
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no data
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