Sample Record for 2024-08-30-57
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995176 DEA: 051H3104 EFIS: 0516000060
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-154-R5.7/R6.2
Work Description: CONSTRUCT ROUNDABOUT, CURB RAMPS, RUMBLE STRIP AND LIGHTING SYSTEM.
Location Description: SANTA BARBARA COUNTY NEAR SANTA YNEZ FROM 0.3 MILE EAST OF EDISON STREET/BASELINE AVENUE TO 0.2 MILE WEST OF EDISON STREET/BASELINE AVENUE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: Joseph Person Structure Rep.: Cliff (Clifford) Replogle
Sample Information
DIME Sample ID: 2024-08-30-57
TL Number from the TL Form:
Sample Submitted By Organization: Precon Products - Simi Valley
Sample Organization Contact: (805) 297-5145
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 08/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/30/2024
The quantity of what the sample constitutes: 9 concrete cylinders
A brief description of the sample: Mix 23-SE-10125
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pre-Con Products
Material Information
The concrete mix design number: 23-SE-10125
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 302000
Concrete batch plant: Builders Ready Mix
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Sampled for Delivery Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 7
DIME Test ID: 2024-08-30-57-1
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 11/13/2024
Date Tested: 08/30/2024
Submitted By Organization: Precon Products - Simi Valley
Organization Address: 240 West Los Angeles Avenue,
Organization City: Simi Valley
Organization State: CA
Organization Zipcode: 93065
Organization Email: Maximus@preconproducts.com
Organization Phone: 8052975145
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 2 of 7
DIME Test ID: 2024-08-30-57-2
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 11/13/2024
Date Tested: 08/30/2024
Submitted By Organization: Precon Products - Simi Valley
Organization Address: 240 West Los Angeles Avenue,
Organization City: Simi Valley
Organization State: CA
Organization Zipcode: 93065
Organization Email: Maximus@preconproducts.com
Organization Phone: 8052975145
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 3 of 7
DIME Test ID: 2024-08-30-57-3
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 11/13/2024
Date Tested: 08/30/2024
Submitted By Organization: Precon Products - Simi Valley
Organization Address: 240 West Los Angeles Avenue,
Organization City: Simi Valley
Organization State: CA
Organization Zipcode: 93065
Organization Email: Maximus@preconproducts.com
Organization Phone: 8052975145
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 4 of 7
DIME Test ID: 2024-08-30-57-4
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 11/13/2024
Date Tested: 08/30/2024
Submitted By Organization: Precon Products - Simi Valley
Organization Address: 240 West Los Angeles Avenue,
Organization City: Simi Valley
Organization State: CA
Organization Zipcode: 93065
Organization Email: Maximus@preconproducts.com
Organization Phone: 8052975145
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Identification of concrete represented by the sample
|
5000 psi
|
|
Volume of the measure
|
0.5 ft^3
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|
Density of concrete
|
150.32 lb/ft^3
|
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Yield of concrete
|
no data
|
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Relative yield of the batch
|
no data
|
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Cement content
|
no data
|
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Air content
|
no data
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Test 5 of 7
DIME Test ID: 2024-08-30-57-5
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/13/2024
Date Tested: 09/27/2024
Submitted By Organization: Precon Products - Simi Valley
Organization Address: 240 West Los Angeles Avenue,
Organization City: Simi Valley
Organization State: CA
Organization Zipcode: 93065
Organization Email: Maximus@preconproducts.com
Organization Phone: 8052975145
General Comments for this Test:
Test Result Compliance:
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
|
|
Apparent mass of submerged cylinder 1
|
9 lb
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|
Average diameter of cylinder 1
|
4.00 in
|
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Average diameter of cylinder 2
|
4.00 in
|
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Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.56 in^2
|
|
Cross sectional area of cylinder 2
|
12.56 in^2
|
|
Cross sectional area of cylinder 3
|
12.56 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5640 psi
|
|
Maximum load on cylinder 1
|
72010 lb
|
|
Maximum load on cylinder 2
|
69670 lb
|
|
Maximum load on cylinder 3
|
70940 lb
|
|
Type of fracture pattern of cylinder 1
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3
|
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Type of fracture pattern of cylinder 2
|
4
|
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Type of fracture pattern of cylinder 3
|
4
|
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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
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
Test 6 of 7
DIME Test ID: 2024-08-30-57-6
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/13/2024
Date Tested: 09/06/2024
Submitted By Organization: Precon Products - Simi Valley
Organization Address: 240 West Los Angeles Avenue,
Organization City: Simi Valley
Organization State: CA
Organization Zipcode: 93065
Organization Email: Maximus@preconproducts.com
Organization Phone: 8052975145
General Comments for this Test:
Test Result Compliance:
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
|
|
Apparent mass of submerged cylinder 1
|
9 lb
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.56 in^2
|
|
Cross sectional area of cylinder 2
|
12.56 in^2
|
|
Cross sectional area of cylinder 3
|
12.56 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5300 psi
|
|
Maximum load on cylinder 1
|
69570 lb
|
|
Maximum load on cylinder 2
|
63810 lb
|
|
Maximum load on cylinder 3
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66520 lb
|
|
Type of fracture pattern of cylinder 1
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2
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Type of fracture pattern of cylinder 2
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4
|
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Type of fracture pattern of cylinder 3
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3
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|
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
|
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Age of specimen
|
7 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
Test 7 of 7
DIME Test ID: 2024-08-30-57-7
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/13/2024
Date Tested: 09/27/2024
Submitted By Organization: Precon Products - Simi Valley
Organization Address: 240 West Los Angeles Avenue,
Organization City: Simi Valley
Organization State: CA
Organization Zipcode: 93065
Organization Email: Maximus@preconproducts.com
Organization Phone: 8052975145
General Comments for this Test:
Test Result Compliance:
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
|
|
Apparent mass of submerged cylinder 1
|
9 lb
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.56 in^2
|
|
Cross sectional area of cylinder 2
|
12.56 in^2
|
|
Cross sectional area of cylinder 3
|
12.56 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5640 psi
|
|
Maximum load on cylinder 1
|
72010 lb
|
|
Maximum load on cylinder 2
|
69670 lb
|
|
Maximum load on cylinder 3
|
70940 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Type of fracture pattern of cylinder 2
|
4
|
|
Type of fracture pattern of cylinder 3
|
4
|
|
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
|
|
Serial number of delivery ticket, if available
|
no data
|
