Sample Record for 2024-09-24-113
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: 2024-09-24-113
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: 09/24/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/24/2024
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: 302317
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 6
DIME Test ID: 2024-09-24-113-1
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 11/13/2024
Date Tested: 09/24/2024
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 6
DIME Test ID: 2024-09-24-113-2
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 11/13/2024
Date Tested: 09/24/2024
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 6
DIME Test ID: 2024-09-24-113-3
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: 09/24/2024
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 6
DIME Test ID: 2024-09-24-113-4
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/13/2024
Date Tested: 09/25/2024
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
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|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
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|
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
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Cross sectional area of cylinder 1
|
12.56 in^2
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|
Cross sectional area of cylinder 2
|
12.56 in^2
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|
Cross sectional area of cylinder 3
|
12.56 in^2
|
|
Compressive strength (to nearest 10 psi)
|
2560 psi
|
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Maximum load on cylinder 1
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33770 lb
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Maximum load on cylinder 2
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31730 lb
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Maximum load on cylinder 3
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31130 lb
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Type of fracture pattern of cylinder 1
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4
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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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4
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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
|
1 days
|
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Age of specimen in hours
|
no data0 hours
|
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Serial number of delivery ticket, if available
|
no data
|
Test 5 of 6
DIME Test ID: 2024-09-24-113-5
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/13/2024
Date Tested: 10/01/2024
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)
|
5310 psi
|
|
Maximum load on cylinder 1
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65410 lb
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Maximum load on cylinder 2
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67600 lb
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|
Maximum load on cylinder 3
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67090 lb
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Type of fracture pattern of cylinder 1
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3
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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
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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
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7 days
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Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
Test 6 of 6
DIME Test ID: 2024-09-24-113-6
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/13/2024
Date Tested: 10/22/2024
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)
|
6140 psi
|
|
Maximum load on cylinder 1
|
76620 lb
|
|
Maximum load on cylinder 2
|
76570 lb
|
|
Maximum load on cylinder 3
|
78320 lb
|
|
Type of fracture pattern of cylinder 1
|
4
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
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
|
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Age of specimen
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28 days
|
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Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
