Sample Record for 2025-12-02-40
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000703 DEA: 11430194 EFIS: 1118000001
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-15-0.4/R10.2
Work Description: CULVERT RESTORATION, TUNNEL CO MONITORING SYSTEM, & ADA RAMP.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM 0.2 MILE SOUTH OF ROUTE 5/15 SEPARATION TO 0.4 MILE SOUTH OF ROUTE 52/15 SEPARATION.
Contractor Name: HAZARD CONSRUCTION ENGR, LLC
Contractor Address: 10529 Vine street, Lakeside CA, 92040
Resident Engineer: Genaro Genel-Trujillo Structure Rep.: Anh Ma
Sample Information
DIME Sample ID: 2025-12-02-40
TL Number from the TL Form:
Sample Submitted By Organization: Thompson Pipe Group - Los Angeles
Sample Organization Contact: (909) 201-5127
Type of Sample: Quality Control
Type of Material: Precast Concrete
Sample Taken Date: 12/02/2025
Date that the sample was received by the laboratory/organization performing the testing: 12/02/2025
The quantity of what the sample constitutes: 2.5 CY
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Thompson pipe group
Material Information
The concrete mix design number: CT6002PH
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 16696
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Conveyor Belt
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 3
DIME Test ID: 2025-12-02-40-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/13/2025
Date Tested: 12/09/2025
Submitted By Organization: Thompson Pipe Group - Los Angeles
Organization Address: 3011 N. Laurel Ave,
Organization City: Rialto
Organization State: CA
Organization Zipcode: 92377
Organization Email: e.mcdonald@thompsonpipegroup.com
Organization Phone: (951) 446-9274
General Comments for this Test:
Test Result Compliance:
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
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|
Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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|
Apparent mass of submerged cylinder 1
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5.39 lb
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Average diameter of cylinder 1
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4.01 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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4.01 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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12.57 in^2
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Cross sectional area of cylinder 3
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12.57 in^2
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Compressive strength (to nearest 10 psi)
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6890 psi
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Maximum load on cylinder 1
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85880 lb
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Maximum load on cylinder 2
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85180 lb
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Maximum load on cylinder 3
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88750 lb
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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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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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7 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 2 of 3
DIME Test ID: 2025-12-02-40-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/06/2026
Date Tested: 12/16/2025
Submitted By Organization: Thompson Pipe Group - Los Angeles
Organization Address: 3011 N. Laurel Ave,
Organization City: Rialto
Organization State: CA
Organization Zipcode: 92377
Organization Email: e.mcdonald@thompsonpipegroup.com
Organization Phone: (951) 446-9274
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 C1231 - Unbonded Elastomeric Pad Cap
|
|
Apparent mass of submerged cylinder 1
|
5.39 lb
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Average diameter of cylinder 3
|
4.01 in
|
|
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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12.57 in^2
|
|
Cross sectional area of cylinder 3
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12.57 in^2
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Compressive strength (to nearest 10 psi)
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7490 psi
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Maximum load on cylinder 1
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92680 lb
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Maximum load on cylinder 2
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96000 lb
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Maximum load on cylinder 3
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93640 lb
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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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2
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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)
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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
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1
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Age of specimen
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14 days
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Age of specimen in hours
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no data0 hours
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Serial number of delivery ticket, if available
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no data
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Test 3 of 3
DIME Test ID: 2025-12-02-40-3
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/06/2026
Date Tested: 12/30/2025
Submitted By Organization: Thompson Pipe Group - Los Angeles
Organization Address: 3011 N. Laurel Ave,
Organization City: Rialto
Organization State: CA
Organization Zipcode: 92377
Organization Email: e.mcdonald@thompsonpipegroup.com
Organization Phone: (951) 446-9274
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 C1231 - Unbonded Elastomeric Pad Cap
|
|
Apparent mass of submerged cylinder 1
|
5.39 lb
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Average diameter of cylinder 3
|
4.01 in
|
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
8390 psi
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|
Maximum load on cylinder 1
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105730 lb
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Maximum load on cylinder 2
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101260 lb
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Maximum load on cylinder 3
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109340 lb
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Type of fracture pattern of cylinder 1
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5
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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)
|
no data
|
|
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
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28 days
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Age of specimen in hours
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no data0 hours
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Serial number of delivery ticket, if available
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no data
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