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Sample Record for 2020-01-06-28

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

Project Information

Project ID: 213763 DEA: 060Q19A4 EFIS: 0613000152 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-58-R99.0/R100.3
Work Description: WIDEN SHOULDERS AND REPLACE BRIDGES
Location Description: KERN COUNTY NEAR TEHACHAPI FROM 0.5 MILE WEST TO 0.8 MILE EAST OF SAND CANYON UNDERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: Hin Hartanto Structure Rep.: Jegbefume Adodo

Sample Information

DIME Sample ID: 2020-01-06-28
TL Number from the TL Form: 1620
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: 01/06/2020
Date that the sample was received by the laboratory/organization performing the testing: 01/11/2020
The quantity of what the sample constitutes: 6
A brief description of the sample: CONCRETE CYLINDERS
From where was the sample collected: Job Site
Laboratory sample identification: 994-1620
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: HOLLIDAY ROCK MOJAVE

Material Information

The concrete mix design number: 3H50X004
The truck number from where the sample was collected: 636
The batch plant ticket number from where the sample was collected: 112017045
Concrete batch plant: HOLLIDAY ROCK MOJAVE
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: TRUCK
Where the material sample would have been placed if not sampled: CACHE CREEK BRIDGE RIGHT BRIDGE DECK
From Lot No.: Unknown
Bag Lot No.: Unknown
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2020-01-06-28-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/03/2020
Date Tested: 01/20/2020
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: 9098293029
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
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 4560 psi
Maximum load on cylinder 1 129930 lb
Maximum load on cylinder 2 127910 lb
Compressive strength of cylinder 1 4596.0 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4524.6 psi
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 14 days
Age of specimen in hours no data

Test 2 of 3

DIME Test ID: 2020-01-06-28-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/03/2020
Date Tested: 02/03/2020
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: 9098293029
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
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 6.02 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.46 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 5320 psi
Maximum load on cylinder 1 153170 lb
Maximum load on cylinder 2 148560 lb
Compressive strength of cylinder 1 5381.9 psi
Type of fracture pattern of cylinder 1 4
Compressive strength of cylinder 2 5255.0 psi
Type of fracture pattern of cylinder 2 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
Age of specimen 28 days
Age of specimen in hours no data

Test 3 of 3

DIME Test ID: 2020-01-06-28-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/18/2020
Date Tested: 02/18/2020
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: 9098293029
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
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 5.99 in
Average diameter of cylinder 2 5.99 in
Cross sectional area of cylinder 1 28.18 in^2
Cross sectional area of cylinder 2 28.18 in^2
Compressive strength (to nearest 10 psi) 5840 psi
Maximum load on cylinder 1 166480 lb
Maximum load on cylinder 2 162760 lb
Compressive strength of cylinder 1 5907.7 psi
Type of fracture pattern of cylinder 1 4
Compressive strength of cylinder 2 5775.7 psi
Type of fracture pattern of cylinder 2 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
Age of specimen 42 days
Age of specimen in hours no data