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Sample Record for 2025-07-01-69

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1000683 DEA: 11056404 EFIS: 1124000359 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-11-0.6/2.7
Work Description: PERFORM GRADING, CONSTRUCT DRAINAGE FACILITIES, SIGNS AND STRIPING.
Location Description: SAN DIEGO COUNTY NEAR SAN DIEGO FROM 0.2 MILE WEST OF SANYO AVENUE UNDERCROSSING TO 0.2 MILE EAST OF SIEMPRE VIVA ROAD OVERCROSSING
Contractor Name: HAZARD CONSTRUCTION ENGR, LLC
Contractor Address: Unknown
Resident Engineer: Steve McMillan Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-07-01-69
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: Concrete
Sample Taken Date: 07/01/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/07/2025
The quantity of what the sample constitutes: 3.1 CY3
A brief description of the sample: concrete
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: CT11DC SILICA FUME
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1882
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 on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2025-07-01-69-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap
Cured in accordance with ASTM C511
Verified Date: 08/08/2025
Date Tested: 07/08/2025
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 6
Test performed With no density determined
Cross sectional area of cylinder 1 12.63 in^2
Cross sectional area of cylinder 2 12.63 in^2
Cross sectional area of cylinder 3 12.63 in^2
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Cross sectional area of cylinder 4 12.63 in^2
Cross sectional area of cylinder 5 12.63 in^2
Cross sectional area of cylinder 6 12.63 in^2
Average diameter of cylinder 1 4.01 in
Average diameter of cylinder 2 4.01 in
Average diameter of cylinder 3 4.01 in
Compressive strength (to nearest 10 psi) 9010 psi
Average diameter of cylinder 4 4.01 in
Average diameter of cylinder 5 4.01 in
Average diameter of cylinder 6 4.01 in
Maximum load on cylinder 1 7380 lb
Maximum load on cylinder 2 7160 lb
Maximum load on cylinder 3 7970 lb
Maximum load on cylinder 4 7840 lb
Maximum load on cylinder 5 9010 lb
Maximum load on cylinder 6 8350 lb
Type of fracture pattern of cylinder 1 3
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 3
Type of fracture pattern of cylinder 4 3
Type of fracture pattern of cylinder 5 3
Type of fracture pattern of cylinder 6 3
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
Correction factor for cylinder 4 1
Correction factor for cylinder 5 1
Correction factor for cylinder 6 1
Age of specimen 7 days