Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993429 DEA: 07324804 EFIS: 0716000078
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-57-5.0
Work Description: CONSTRUCT MAINTENANCE VEHICLE PULLOUTS AND BIOFILTRATION SWALE.
Location Description: LOS ANGELES COUNTY IN DIAMOND BAR AT SOUTHBOUND ON AND OFF RAMP TO SUNSET CROSSING ROAD
Contractor Name: HIGHLAND CONSTRUCTION, INC.
Contractor Address: 133 N Pixley St, Orange, CA 92868
Resident Engineer: Rudy Cao Structure Rep.: Unknown
DIME Sample ID: 2023-02-17-37
TL Number from the TL Form: 1806867
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: 02/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/27/2023
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: 23-025
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertsons Ready Mix Concrete
The concrete mix design number: SC590B38
The truck number from where the sample was collected: 1734
The batch plant ticket number from where the sample was collected: Load 4
Concrete batch plant: Robertsons Ready Mix Concrete
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: 2023-02-17-37-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/03/2023
Date Tested: 03/03/2023
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
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4.03 in
|
Average diameter of cylinder 2
|
4.03 in
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Average diameter of cylinder 3
|
4.01 in
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Cross sectional area of cylinder 1
|
12.76 in^2
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Cross sectional area of cylinder 2
|
12.76 in^2
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Cross sectional area of cylinder 3
|
12.63 in^2
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Compressive strength (to nearest 10 psi)
|
4220 psi
|
Maximum load on cylinder 1
|
51765 lb
|
Maximum load on cylinder 2
|
55118 lb
|
Maximum load on cylinder 3
|
54141 lb
|
Compressive strength of cylinder 1
|
4056.8 psi
|
Type of fracture pattern of cylinder 1
|
2
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Compressive strength of cylinder 2
|
4319.6 psi
|
Compressive strength of cylinder 3
|
4286.7 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)
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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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Correction factor for cylinder 3
|
1
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Age of specimen
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14 days
|
Age of specimen in hours
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0 hours
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