Sample Record for 2025-08-11-36
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995494 DEA: 081K4904 EFIS: 0819000050
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R105.1/R105.9
Work Description: BUILDING WORK, HMA, AND TEMPORARY PORTABLE SANITARY FACILITIES.
Location Description: SAN BERNARDINO COUNTY ABOUT 36 MILES WEST OF NEEDLES FROM 2.1 MILES TO 1.3 MILES WEST OF GOFFS ROAD UNDERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38000 Monroe Street, Indio, CA 92203
Resident Engineer: Anthony Doan Structure Rep.: Alejandrino Naime
Sample Information
DIME Sample ID: 2025-08-11-36
TL Number from the TL Form: 1075-011
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 08/11/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/12/2025
The quantity of what the sample constitutes: 9
A brief description of the sample: CONCRETE CYLINDERS
From where was the sample collected: Job Site
Laboratory sample identification: 1075-011
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hi Grade
Material Information
The concrete mix design number: CT752F25
The truck number from where the sample was collected: 254
The batch plant ticket number from where the sample was collected: 34004019
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: WBL02 line 8 Type 15 CIDH footings and 6 Type 15 CIDH Ftg
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: 2025-08-11-36-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap Cured in accordance with ASTM C511
Verified Date: 08/28/2025
Date Tested: 08/25/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
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US Units
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|
Number of specimens
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3
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|
Test performed
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With no density determined
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|
Cross sectional area of cylinder 1
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12.63 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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12.57 in^2
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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Compressive strength (to nearest 10 psi)
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3890 psi
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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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Compressive strength of cylinder 1
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3824.2 psi
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Compressive strength of cylinder 2
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3792.6 psi
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Average diameter of cylinder 3
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4.00 in
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Compressive strength of cylinder 3
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4060.5 psi
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Maximum load on cylinder 1
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48300 lb
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Maximum load on cylinder 2
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47900 lb
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Maximum load on cylinder 3
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51040 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
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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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14 days
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Test 2 of 2
DIME Test ID: 2025-08-11-36-2
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: 09/18/2025
Date Tested: 09/08/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
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
|
|
Cross sectional area of cylinder 1
|
12.57 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
|
|
Compressive strength (to nearest 10 psi)
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4490 psi
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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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Compressive strength of cylinder 1
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4636.4 psi
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Compressive strength of cylinder 2
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4414.9 psi
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Average diameter of cylinder 3
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4.01 in
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Compressive strength of cylinder 3
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4426 psi
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Maximum load on cylinder 1
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58280 lb
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Maximum load on cylinder 2
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55760 lb
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Maximum load on cylinder 3
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55900 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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28 days
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