Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214465 DEA: 081E5704 EFIS: 0814000051
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-27.7
Work Description: PLACE CIDH PILING AND ROCK SLOPE PROTECTION
Location Description: RIVERSIDE COUNTY NEAR PALM SPRINGS AT WHITEWATER RIVER BRIDGE
Contractor Name: ROCKFORCE CONSTRUCTION, LLC
Contractor Address: 26771 Vista Terrace, Lake Forest, CA, 92630
Resident Engineer: Peter Koury Structure Rep.: Shukri Abouazra
DIME Sample ID: 2020-10-26-9
TL Number from the TL Form: 178673
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: 10/26/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/27/2020
The quantity of what the sample constitutes: 6 Cylinders
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1016-73
Structure unique identifier:
Structure name: Whitewater Bridge
The fabricator/manufacturer/facility name: NA
The concrete mix design number: 20034
The truck number from where the sample was collected: load 7
The batch plant ticket number from where the sample was collected: na
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Chute
Where the material sample would have been placed if not sampled: NA
From Lot No.:
Bag Lot No.:
DIME Test ID: 2020-10-26-9-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/02/2020
Date Tested: 10/29/2020
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
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Average diameter of cylinder 1
|
5.99 in
|
|
Average diameter of cylinder 2
|
5.99 in
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|
Cross sectional area of cylinder 1
|
28.18 in^2
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|
Cross sectional area of cylinder 2
|
28.18 in^2
|
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Compressive strength (to nearest 10 psi)
|
3890 psi
|
|
Maximum load on cylinder 1
|
110770 lb
|
|
Maximum load on cylinder 2
|
108340 lb
|
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Compressive strength of cylinder 1
|
3930.8 psi
|
|
Type of fracture pattern of cylinder 1
|
4
|
|
Compressive strength of cylinder 2
|
3844.6 psi
|
|
Type of fracture pattern of cylinder 2
|
4
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Age of specimen
|
3 days
|
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2020-10-26-9-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/02/2020
Date Tested: 10/30/2020
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
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
|
5.99 in
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.18 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4430 psi
|
|
Maximum load on cylinder 1
|
125750 lb
|
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Maximum load on cylinder 2
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124195 lb
|
|
Compressive strength of cylinder 1
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4448.2 psi
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Compressive strength of cylinder 2
|
4407.2 psi
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Type of fracture pattern of cylinder 2
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Age of specimen
|
4 days
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|
Age of specimen in hours
|
no data
|
DIME Test ID: 2020-10-26-9-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/23/2020
Date Tested: 11/23/2020
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
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Average diameter of cylinder 1
|
6.02 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
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Cross sectional area of cylinder 1
|
28.46 in^2
|
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Cross sectional area of cylinder 2
|
28.27 in^2
|
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Compressive strength (to nearest 10 psi)
|
6010 psi
|
|
Maximum load on cylinder 1
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168060 lb
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Maximum load on cylinder 2
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173070 lb
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Compressive strength of cylinder 1
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5905.1 psi
|
|
Type of fracture pattern of cylinder 1
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1
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Compressive strength of cylinder 2
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6122.0 psi
|
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Type of fracture pattern of cylinder 2
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
|
|
Correction factor for cylinder 1
|
1
|
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Correction factor for cylinder 2
|
1
|
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Age of specimen
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28 days
|
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Age of specimen in hours
|
no data
|
