Sample Record for 2024-05-24-35
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: 2024-05-24-35
TL Number from the TL Form: 07-326204-03
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: 05/24/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/28/2024
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: 24-091
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertsons Redlands
Material Information
The concrete mix design number: SC675B34
The truck number from where the sample was collected: 827722
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: Robertsons
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: 2024-05-24-35-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/05/2024
Date Tested: 05/31/2024
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) 407-6963
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
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With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
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Average diameter of cylinder 1
|
4.01 in
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Average diameter of cylinder 2
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4.01 in
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Average diameter of cylinder 3
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4.02 in
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Cross sectional area of cylinder 1
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12.63 in^2
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Cross sectional area of cylinder 2
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12.63 in^2
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Cross sectional area of cylinder 3
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12.69 in^2
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Compressive strength (to nearest 10 psi)
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4060 psi
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Maximum load on cylinder 1
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47820 lb
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Maximum load on cylinder 2
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52441 lb
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Maximum load on cylinder 3
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53984 lb
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Compressive strength of cylinder 1
|
3786.2 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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4152.1 psi
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Compressive strength of cylinder 3
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4254.1 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
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Correction factor for cylinder 2
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1
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Correction factor for cylinder 3
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1
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Age of specimen
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7 days
|
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Age of specimen in hours
|
no data0 hours
|
Test 2 of 4
DIME Test ID: 2024-05-24-35-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/07/2024
Date Tested: 06/07/2024
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) 407-6963
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
|
4.01 in
|
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Average diameter of cylinder 3
|
4.01 in
|
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Cross sectional area of cylinder 1
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12.63 in^2
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Cross sectional area of cylinder 2
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12.63 in^2
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Cross sectional area of cylinder 3
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12.63 in^2
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Compressive strength (to nearest 10 psi)
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4920 psi
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Maximum load on cylinder 1
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61320 lb
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Maximum load on cylinder 2
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63631 lb
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Maximum load on cylinder 3
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61420 lb
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Compressive strength of cylinder 1
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4855.1 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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5038.1 psi
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Compressive strength of cylinder 3
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4863 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
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Correction factor for cylinder 2
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1
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Correction factor for cylinder 3
|
1
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Age of specimen
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14 days
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Age of specimen in hours
|
no data0 hours
|
Test 3 of 4
DIME Test ID: 2024-05-24-35-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/21/2024
Date Tested: 06/21/2024
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) 407-6963
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
|
4.01 in
|
|
Average diameter of cylinder 3
|
4.01 in
|
|
Cross sectional area of cylinder 1
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12.63 in^2
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Cross sectional area of cylinder 2
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12.63 in^2
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Cross sectional area of cylinder 3
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12.63 in^2
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Compressive strength (to nearest 10 psi)
|
5450 psi
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Maximum load on cylinder 1
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71057 lb
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Maximum load on cylinder 2
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65546 lb
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Maximum load on cylinder 3
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69978 lb
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Compressive strength of cylinder 1
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5626.0 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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5189.7 psi
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|
Compressive strength of cylinder 3
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5540.6 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
|
1
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Correction factor for cylinder 2
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1
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Correction factor for cylinder 3
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1
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Age of specimen
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28 days
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Age of specimen in hours
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no data0 hours
|
Test 4 of 4
DIME Test ID: 2024-05-24-35-4
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/05/2024
Date Tested: 07/05/2024
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) 407-6963
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
|
4.02 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.76 in^2
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Cross sectional area of cylinder 2
|
12.69 in^2
|
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Cross sectional area of cylinder 3
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12.57 in^2
|
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Compressive strength (to nearest 10 psi)
|
6070 psi
|
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Maximum load on cylinder 1
|
78952 lb
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Maximum load on cylinder 2
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75682 lb
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Maximum load on cylinder 3
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76267 lb
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Compressive strength of cylinder 1
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6187.5 psi
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|
Type of fracture pattern of cylinder 1
|
2
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|
Compressive strength of cylinder 2
|
5963.9 psi
|
|
Compressive strength of cylinder 3
|
6067.4 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
|
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Correction factor for cylinder 2
|
1
|
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Correction factor for cylinder 3
|
1
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Age of specimen
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42 days
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Age of specimen in hours
|
no data0 hours
|
