Sample Record for 2023-11-17-55
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994267 DEA: 07326204 EFIS: 0716000113
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-39-17.8
Work Description: CONSTRUCT BRIDGE, PLACE STRUCTURAL STEEL AND CONCRETE BARRIER.
Location Description: LOS ANGELES COUNTY IN AZUSA AT SAN GABRIEL RIVER BRIDGE
Contractor Name: FEC Future Contractors & Engineers, Inc
Contractor Address: 184 Technology Dr., Ste 2, Irvine, CA 92618
Resident Engineer: Joe Doughly Structure Rep.: Hadi Moradi
Sample Information
DIME Sample ID: 2023-11-17-55
TL Number from the TL Form: 07-326204-01
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 11/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/20/2023
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 4X8 PCC cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 23-524
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertsons Irwindale
Material Information
The concrete mix design number: FIW/325204
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: 7974790
Concrete batch plant: Robertsons Irwindale
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: truck chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 4
DIME Test ID: 2023-11-17-55-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/01/2023
Date Tested: 11/24/2023
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test:
Test Result Compliance: not applicable
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
|
4.02 in
|
|
Average diameter of cylinder 2
|
4.02 in
|
|
Average diameter of cylinder 3
|
4.02 in
|
|
Cross sectional area of cylinder 1
|
12.69 in^2
|
|
Cross sectional area of cylinder 2
|
12.69 in^2
|
|
Cross sectional area of cylinder 3
|
12.69 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3140 psi
|
|
Maximum load on cylinder 1
|
36949 lb
|
|
Maximum load on cylinder 2
|
40613 lb
|
|
Maximum load on cylinder 3
|
41843 lb
|
|
Compressive strength of cylinder 1
|
2911.7 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
3200.4 psi
|
|
Compressive strength of cylinder 3
|
3297.3 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
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
|
|
Correction factor for cylinder 3
|
1
|
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Age of specimen
|
7 days
|
|
Age of specimen in hours
|
0 hours
|
Test 2 of 4
DIME Test ID: 2023-11-17-55-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
Data has not been verified.
Test 3 of 4
DIME Test ID: 2023-11-17-55-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/15/2023
Date Tested: 12/08/2023
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test:
Test Result Compliance: complies
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
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.02 in
|
|
Average diameter of cylinder 3
|
4.01 in
|
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
|
Cross sectional area of cylinder 2
|
12.69 in^2
|
|
Cross sectional area of cylinder 3
|
12.63 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4340 psi
|
|
Maximum load on cylinder 1
|
53895 lb
|
|
Maximum load on cylinder 2
|
54575 lb
|
|
Maximum load on cylinder 3
|
56094 lb
|
|
Compressive strength of cylinder 1
|
4267.2 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
4300.6 psi
|
|
Compressive strength of cylinder 3
|
4441.3 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
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
|
|
Correction factor for cylinder 3
|
1
|
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Age of specimen
|
21 days
|
|
Age of specimen in hours
|
0 hours
|
Test 4 of 4
DIME Test ID: 2023-11-17-55-4
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/15/2023
Date Tested: 12/15/2023
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test:
Test Result Compliance: complies
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
|
4.03 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Average diameter of cylinder 3
|
4.02 in
|
|
Cross sectional area of cylinder 1
|
12.76 in^2
|
|
Cross sectional area of cylinder 2
|
12.63 in^2
|
|
Cross sectional area of cylinder 3
|
12.69 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4620 psi
|
|
Maximum load on cylinder 1
|
58699 lb
|
|
Maximum load on cylinder 2
|
60199 lb
|
|
Maximum load on cylinder 3
|
57118 lb
|
|
Compressive strength of cylinder 1
|
4600.2 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
4766.3 psi
|
|
Compressive strength of cylinder 3
|
4501 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
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
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
0 hours
|
