Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994351 DEA: 07322004 EFIS: 0716000053
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-118-R11.0/R14.0
Work Description: CONSTRUCT STORMWATER TREATMENT DEVICES.
Location Description: THE CITY AND COUNTY OF LOS ANGELES FROM 0.1 MILE WEST OF ARLETA AVENUE UNDERCROSSING TO 0.1 MILE WEST OF ROUTE 118/210 SEPARATION
Contractor Name: G&G Electric Inc.
Contractor Address: 4229 Giles Ct., Riverside, CA 92503
Resident Engineer: Wassem Bakhet Structure Rep.: Unknown
DIME Sample ID: 2023-08-25-44
TL Number from the TL Form: 082523
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 08/25/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/30/2023
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 23-416
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: National Ready Mix Concrete Company
The concrete mix design number: RRM19026
The truck number from where the sample was collected: First Truck
The batch plant ticket number from where the sample was collected: 654789
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: 2023-08-25-44-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 09/11/2023
Date Tested: 09/08/2023
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) 407-6963
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Average diameter of cylinder 1
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6.01 in
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Average diameter of cylinder 2
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5.99 in
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Cross sectional area of cylinder 1
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28.37 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)
|
3070 psi
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|
Maximum load on cylinder 1
|
87004 lb
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Maximum load on cylinder 2
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86434 lb
|
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Compressive strength of cylinder 1
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3066.8 psi
|
|
Type of fracture pattern of cylinder 1
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2
|
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Compressive strength of cylinder 2
|
3067.2 psi
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|
Type of fracture pattern of cylinder 2
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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
|
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: 2023-08-25-44-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 09/27/2023
Date Tested: 09/22/2023
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) 407-6963
General Comments for this Test:
Test Result Compliance: complies
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 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
5.98 in
|
|
Average diameter of cylinder 2
|
5.98 in
|
|
Cross sectional area of cylinder 1
|
28.09 in^2
|
|
Cross sectional area of cylinder 2
|
28.09 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4060 psi
|
|
Maximum load on cylinder 1
|
114016 lb
|
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Maximum load on cylinder 2
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114045 lb
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Compressive strength of cylinder 1
|
4059.0 psi
|
|
Type of fracture pattern of cylinder 1
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2
|
|
Compressive strength of cylinder 2
|
4060.0 psi
|
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Type of fracture pattern of cylinder 2
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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
|
|
Correction factor for cylinder 1
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1
|
|
Correction factor for cylinder 2
|
1
|
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Age of specimen
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28 days
|
|
Age of specimen in hours
|
no data0 hours
|
