Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995448 DEA: 07316804 EFIS: 0715000220
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10S-28.3
Work Description: REPLACE BRIDGE DECK.
Location Description: LOS ANGELES COUNTY IN EL MONTE AT RIO HONDO BUSWAY BRIDGE
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: 8555 Banana ave., Fontana Ca 92335
Resident Engineer: Jacky Chan Structure Rep.: Unknown
DIME Sample ID: 2024-10-12-16
TL Number from the TL Form: 07-316804
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: 10/12/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/15/2024
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: 24-301
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: National Ready Mix Concrete Company
The concrete mix design number: L85E540T1U
The truck number from where the sample was collected: 5
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: National Ready Mix Concrete Company
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.:
DIME Test ID: 2024-10-12-16-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/28/2024
Date Tested: 10/19/2024
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
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|
Average diameter of cylinder 2
|
4.01 in
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|
Average diameter of cylinder 3
|
4.00 in
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|
Cross sectional area of cylinder 1
|
12.63 in^2
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Cross sectional area of cylinder 2
|
12.63 in^2
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Cross sectional area of cylinder 3
|
12.57 in^2
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|
Compressive strength (to nearest 10 psi)
|
6670 psi
|
|
Maximum load on cylinder 1
|
83304 lb
|
|
Maximum load on cylinder 2
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84534 lb
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Maximum load on cylinder 3
|
84522 lb
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|
Compressive strength of cylinder 1
|
6595.7 psi
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|
Type of fracture pattern of cylinder 1
|
2
|
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Compressive strength of cylinder 2
|
6693.1 psi
|
|
Compressive strength of cylinder 3
|
6724.1 psi
|
|
Type of fracture pattern of cylinder 2
|
2
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Type of fracture pattern of cylinder 3
|
2
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|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
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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
|
7 days
|
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2024-10-12-16-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/28/2024
Date Tested: 10/26/2024
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
|
12.63 in^2
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Cross sectional area of cylinder 2
|
12.63 in^2
|
|
Cross sectional area of cylinder 3
|
12.63 in^2
|
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Compressive strength (to nearest 10 psi)
|
7870 psi
|
|
Maximum load on cylinder 1
|
101453 lb
|
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Maximum load on cylinder 2
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98083 lb
|
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Maximum load on cylinder 3
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98705 lb
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|
Compressive strength of cylinder 1
|
8032.7 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
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Compressive strength of cylinder 2
|
7765.9 psi
|
|
Compressive strength of cylinder 3
|
7815.1 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
|
14 days
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|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2024-10-12-16-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/04/2024
Date Tested: 11/02/2024
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
|
4.02 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
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|
Cross sectional area of cylinder 3
|
12.63 in^2
|
|
Compressive strength (to nearest 10 psi)
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8020 psi
|
|
Maximum load on cylinder 1
|
101861 lb
|
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Maximum load on cylinder 2
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102101 lb
|
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Maximum load on cylinder 3
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100569 lb
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Compressive strength of cylinder 1
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8065.0 psi
|
|
Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
|
8045.8 psi
|
|
Compressive strength of cylinder 3
|
7962.7 psi
|
|
Type of fracture pattern of cylinder 2
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2
|
|
Type of fracture pattern of cylinder 3
|
2
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|
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
|
21 days
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Age of specimen in hours
|
no data0 hours
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DIME Test ID: 2024-10-12-16-4
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/12/2024
Date Tested: 11/09/2024
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
|
4.02 in
|
|
Cross sectional area of cylinder 1
|
12.63 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)
|
8220 psi
|
|
Maximum load on cylinder 1
|
101773 lb
|
|
Maximum load on cylinder 2
|
101362 lb
|
|
Maximum load on cylinder 3
|
108778 lb
|
|
Compressive strength of cylinder 1
|
8058.0 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
8025.5 psi
|
|
Compressive strength of cylinder 3
|
8571.9 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
|
no data0 hours
|
