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Sample Record for 2022-11-30-819

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Project Information

Project ID: 214486 DEA: 080K1224 EFIS: 0815000244 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-R28.6/37.5
Work Description: REHBILIATATE EXISTING MAINLINE AND RAMP PAVEMENT
Location Description: SAN BERNARDINO COUNTY IN HESPERIA AND VICTORVILLE FROM OAK HILL ROAD OVERCROSSING TO 0.1 MILE SOUTH OF BEAR VALLEY ROAD OVERCROSSING
Contractor Name: SULLY - MILLER CONTRACTING COMPANY
Contractor Address: 135 S STATE COLLEGE BLVD. 400, BREA, CA 92821
Resident Engineer: Larry J Canuti Structure Rep.: Taghreed Al-khateeb

Sample Information

DIME Sample ID: 2022-11-30-819
TL Number from the TL Form: 1
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: 11/30/2022
Date that the sample was received by the laboratory/organization performing the testing: 12/01/2022
The quantity of what the sample constitutes: 6
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 1042-8
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex

Material Information

The concrete mix design number: RRM 19026
The truck number from where the sample was collected: 1967
The batch plant ticket number from where the sample was collected: 7097311
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: NB15 Northside Notch Extension 6Inch load 1
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2022-11-30-819-1
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: 12/13/2022
Date Tested: 12/07/2022
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 2
Test performed With no density determined
Cross sectional area of cylinder 1 28.09 in^2
Cross sectional area of cylinder 2 28.18 in^2
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Compressive strength (to nearest 10 psi) 3210 psi
Average diameter of cylinder 1 5.98 in
Average diameter of cylinder 2 5.99 in
Compressive strength of cylinder 1 3174.4 psi
Compressive strength of cylinder 2 3253.9 psi
Maximum load on cylinder 1 89170 lb
Maximum load on cylinder 2 91695 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 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
Age of specimen 7 days

Test 2 of 3

DIME Test ID: 2022-11-30-819-2
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: 02/09/2023
Date Tested: 12/28/2022
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 2
Test performed With no density determined
Cross sectional area of cylinder 1 28.18 in^2
Cross sectional area of cylinder 2 28.27 in^2
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Compressive strength (to nearest 10 psi) 3890 psi
Average diameter of cylinder 1 5.99 in
Average diameter of cylinder 2 6.00 in
Compressive strength of cylinder 1 4001.1 psi
Compressive strength of cylinder 2 3777.1 psi
Maximum load on cylinder 1 112750 lb
Maximum load on cylinder 2 106780 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 1
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
Age of specimen 28 days

Test 3 of 3

DIME Test ID: 2022-11-30-819-3
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: 01/11/2023
Date Tested: 01/11/2023
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 2
Test performed With no density determined
Cross sectional area of cylinder 1 28.18 in^2
Cross sectional area of cylinder 2 28.27 in^2
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Compressive strength (to nearest 10 psi) 3970 psi
Average diameter of cylinder 1 5.99 in
Average diameter of cylinder 2 6.00 in
Compressive strength of cylinder 1 3845.3 psi
Compressive strength of cylinder 2 4094.8 psi
Maximum load on cylinder 1 108360 lb
Maximum load on cylinder 2 115760 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 1
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
Age of specimen 42 days