Sample Record for 2019-03-07-11
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 3825 DEA: 07138204 EFIS: 0700000142
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-47,103-3.5/4.6,0.0/1.1
Work Description: REPLACE STEEL BRIDGE WITH CIP PS CONCRETE BOX GIRDER BRIDGE AND RAMPS.
Location Description: LOS ANGELES COUNTY IN LONG BEACH AND LOS ANGELES ON ROUTE 47 FROM OCEAN BOULEVARD TO ROUTE 103 JUNCTION AND ON ROUTE 103 FROM ROUTE 47 JUNCTION TO ANAHEIM STREET OVERHEAD
Contractor Name: M C M CONSTRUCTION INC
Contractor Address: P O BOX 620, NORTH HIGHLANDS, CA 95660
Resident Engineer: Daniel Leon Structure Rep.: Andy Chen
Sample Information
DIME Sample ID: 2019-03-07-11
TL Number from the TL Form: 307B
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: 03/07/2019
Date that the sample was received by the laboratory/organization performing the testing: 03/15/2019
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 816-307B
Structure unique identifier: cidh pile bent 13B
Structure name: cidh pile bent 13B
The fabricator/manufacturer/facility name: CATALINA PACIFIC
Material Information
The concrete mix design number: CIDH720ER6
The truck number from where the sample was collected: 3814
The batch plant ticket number from where the sample was collected: 502082
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: MCM
A detailed description of where the material sample was collected: 589.5cy
Where the material sample would have been placed if not sampled: cidh pile bent 13B
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 3
DIME Test ID: 2019-03-07-11-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521 Cured in accordance with ASTM C511
Verified Date: 03/20/2019
Date Tested: 03/18/2019
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: (909) 829-3029
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
|
|
Cross sectional area of cylinder 1
|
27.99 in^2
|
|
Cross sectional area of cylinder 2
|
27.99 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
5910 psi
|
|
Average diameter of cylinder 1
|
5.97 in
|
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Average diameter of cylinder 2
|
5.97 in
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Compressive strength of cylinder 1
|
6055.0 psi
|
|
Compressive strength of cylinder 2
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5762.8 psi
|
|
Maximum load on cylinder 1
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169480 lb
|
|
Maximum load on cylinder 2
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161300 lb
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
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
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Correction factor for cylinder 1
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1
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|
Correction factor for cylinder 2
|
1
|
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Age of specimen
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11 days
|
Test 2 of 3
DIME Test ID: 2019-03-07-11-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521 Cured in accordance with ASTM C511
Verified Date: 04/05/2019
Date Tested: 04/04/2019
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: (909) 829-3029
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
|
|
Cross sectional area of cylinder 1
|
27.99 in^2
|
|
Cross sectional area of cylinder 2
|
27.99 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
8340 psi
|
|
Average diameter of cylinder 1
|
5.97 in
|
|
Average diameter of cylinder 2
|
5.97 in
|
|
Compressive strength of cylinder 1
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8044.7 psi
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Compressive strength of cylinder 2
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8635.6 psi
|
|
Maximum load on cylinder 1
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225170 lb
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|
Maximum load on cylinder 2
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241710 lb
|
|
Type of fracture pattern of cylinder 1
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1
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
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
|
28 days
|
Test 3 of 3
DIME Test ID: 2019-03-07-11-3
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521 Cured in accordance with ASTM C511
Verified Date: 04/19/2019
Date Tested: 04/18/2019
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: (909) 829-3029
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
|
|
Cross sectional area of cylinder 1
|
27.99 in^2
|
|
Cross sectional area of cylinder 2
|
27.99 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
8680 psi
|
|
Average diameter of cylinder 1
|
5.97 in
|
|
Average diameter of cylinder 2
|
5.97 in
|
|
Compressive strength of cylinder 1
|
8468.7 psi
|
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Compressive strength of cylinder 2
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8895.3 psi
|
|
Maximum load on cylinder 1
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237040 lb
|
|
Maximum load on cylinder 2
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248980 lb
|
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Type of fracture pattern of cylinder 1
|
2
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
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
|
42 days
|
