Sample Record for 2023-05-13-9
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215164 DEA: 07317304 EFIS: 0715000237
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-60-0.0/R3.2,11.8/R21.5
Work Description: UPGRADE EXISTING OVERHEAD AND ROADSIDE SIGN PANELS.
Location Description: LOS ANGELS COUNTY FROM 0.4 MILE WEST OF ROUTE 5/60 SEPARATION TO ROUTE 60/710 SEPARATION AND FROM ROUTE 60/605 SEPARATION TO FAIRWAY DRIVE UNDERCROSSING
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 CONSTRUCTION CIRCLE WEST, IRVINE CA 92606
Resident Engineer: Myrna Dominguez Structure Rep.: Avtar Bains
Sample Information
DIME Sample ID: 2023-05-13-9
TL Number from the TL Form: NA
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: 05/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/17/2023
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: 23-135
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Associated Ready Mix
Material Information
The concrete mix design number: SL675330
The truck number from where the sample was collected: 1
The batch plant ticket number from where the sample was collected: 1
Concrete batch plant: Associated Ready Mix
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 2
DIME Test ID: 2023-05-13-9-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/12/2023
Date Tested: 05/20/2023
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
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|
Number of specimens
|
3
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|
Test performed
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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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4.00 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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12.57 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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4290 psi
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Maximum load on cylinder 1
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53555 lb
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Maximum load on cylinder 2
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54176 lb
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Maximum load on cylinder 3
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54753 lb
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Compressive strength of cylinder 1
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4260.5 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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4289.5 psi
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Compressive strength of cylinder 3
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4314.7 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
|
7 days
|
|
Age of specimen in hours
|
0 hours
|
Test 2 of 2
DIME Test ID: 2023-05-13-9-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/12/2023
Date Tested: 06/10/2023
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
|
4.02 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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12.76 in^2
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Cross sectional area of cylinder 2
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12.69 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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5220 psi
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Maximum load on cylinder 1
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65719 lb
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Maximum load on cylinder 2
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66721 lb
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Maximum load on cylinder 3
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66289 lb
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Compressive strength of cylinder 1
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5150.4 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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5257.8 psi
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Compressive strength of cylinder 3
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5248.5 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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28 days
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Age of specimen in hours
|
0 hours
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