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: 2023-09-16-1
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: 09/16/2023
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: 1042-916
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: 13
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: I15 NB Stage 2A JPCP, Josua Gore STA 267.20 to 267.32
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-09-16-1-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/14/2023
Date Tested: 10/28/2023
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?
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US Units
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|
Number of specimens
|
3
|
|
Test performed
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With no density determined
|
|
Apparent mass of submerged cylinder 1
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0 lb
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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
|
5.98 in
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Average diameter of cylinder 3
|
5.99 in
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Cross sectional area of cylinder 1
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28.09 in^2
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Cross sectional area of cylinder 2
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28.09 in^2
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Cross sectional area of cylinder 3
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28.18 in^2
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Compressive strength (to nearest 10 psi)
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3940 psi
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Maximum load on cylinder 1
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112890 lb
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Maximum load on cylinder 2
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108785 lb
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Maximum load on cylinder 3
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110545 lb
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Compressive strength of cylinder 1
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4020.0 psi
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Type of fracture pattern of cylinder 1
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6
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Compressive strength of cylinder 2
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3870.0 psi
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|
Compressive strength of cylinder 3
|
3920 psi
|
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Type of fracture pattern of cylinder 2
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6
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Type of fracture pattern of cylinder 3
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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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1.00
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Correction factor for cylinder 2
|
1.00
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Correction factor for cylinder 3
|
1.00
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Age of specimen
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42 days
|
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Age of specimen in hours
|
0 hours
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|
Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2023-09-16-1-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/08/2024
Date Tested: 12/19/2023
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
|
5.98 in
|
|
Average diameter of cylinder 2
|
5.99 in
|
|
Average diameter of cylinder 3
|
5.99 in
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Cross sectional area of cylinder 1
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28.09 in^2
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Cross sectional area of cylinder 2
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28.18 in^2
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Cross sectional area of cylinder 3
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28.18 in^2
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Compressive strength (to nearest 10 psi)
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4650 psi
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Maximum load on cylinder 1
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128760 lb
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Maximum load on cylinder 2
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134595 lb
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Maximum load on cylinder 3
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129275 lb
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Compressive strength of cylinder 1
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4580.0 psi
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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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4780.0 psi
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Compressive strength of cylinder 3
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4590 psi
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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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1.00
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Correction factor for cylinder 2
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1.00
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Correction factor for cylinder 3
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1.00
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Age of specimen
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94 days
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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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