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Sample Record for 2019-08-05-9

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

Project Information

Project ID: 213418 DEA: 081F8304 EFIS: 0815000055 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-330-39.6
Work Description: REPAIR AND REPLACE CULVERTS.
Location Description: SAN BERNARDINO COUNTY AT 2.9 MILES SOUTH OF OLD CITY CREEK ROAD
Contractor Name: SPECTRUM CONSTRUCTION GROUP, INC.
Contractor Address: 32 EDELMAN, IRVINE CA 92618
Resident Engineer: ELVIRA LENART Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-08-05-9
TL Number from the TL Form: 20190805
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: 08/05/2019
Date that the sample was received by the laboratory/organization performing the testing: 08/06/2019
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 20190805
Structure unique identifier:
Structure name: PM 39 6
The fabricator/manufacturer/facility name: robertsons

Material Information

The concrete mix design number: SC590B6A
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: SPECTRUM CONSTRUCTION GROUP
A detailed description of where the material sample was collected: CHUTE
Where the material sample would have been placed if not sampled: PM 39 6
From Lot No.: Unknown
Bag Lot No.: Unknown
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2019-08-05-9-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
Verified Date: 08/16/2019
Date Tested: 08/12/2019
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 28.56 in^2
Cross sectional area of cylinder 2 28.56 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 2310 psi
Average diameter of cylinder 1 6.03 in
Average diameter of cylinder 2 6.03 in
Compressive strength of cylinder 1 2302.5 psi
Compressive strength of cylinder 2 2323.9 psi
Maximum load on cylinder 1 65760 lb
Maximum load on cylinder 2 66370 lb
Type of fracture pattern of cylinder 1 1
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 7 days

Test 2 of 3

DIME Test ID: 2019-08-05-9-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
Verified Date: 08/20/2019
Date Tested: 08/19/2019
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 28.46 in^2
Cross sectional area of cylinder 2 28.46 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 3400 psi
Average diameter of cylinder 1 6.02 in
Average diameter of cylinder 2 6.02 in
Compressive strength of cylinder 1 3477.2 psi
Compressive strength of cylinder 2 3323.3 psi
Maximum load on cylinder 1 98960 lb
Maximum load on cylinder 2 94580 lb
Type of fracture pattern of cylinder 1 4
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 14 days

Test 3 of 3

DIME Test ID: 2019-08-05-9-3
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
Verified Date: 09/06/2019
Date Tested: 09/02/2019
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 28.37 in^2
Cross sectional area of cylinder 2 28.56 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 4090 psi
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.03 in
Compressive strength of cylinder 1 4127.6 psi
Compressive strength of cylinder 2 4054.3 psi
Maximum load on cylinder 1 117100 lb
Maximum load on cylinder 2 115790 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