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Sample Record for 2017-03-17-7

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

Project Information

Project ID: 211765 DEA: 081G8504 EFIS: 0816000096 MINOR: 08A2744 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-83-R0.2/R1.7
Work Description: Construct two (2) gates for Chino Creek Flood Control
Location Description: San Bernadino Country Emergency Project - Construct two (2) gates for Chino Creek Flood Control
Contractor Name: ALCORN FENCE COMPANY
Contractor Address: 6445 Pedley Rd, Riverside, CA 92509
Resident Engineer: Nick Truong Structure Rep.: Vu, Hien

Sample Information

DIME Sample ID: 2017-03-17-7
TL Number from the TL Form: 20170321
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 03/17/2017
Date that the sample was received by the laboratory/organization performing the testing: 03/21/2017
The quantity of what the sample constitutes: 12
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 956-21
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: robertsons

Material Information

The concrete mix design number: sc675b39
The truck number from where the sample was collected: 1049
The batch plant ticket number from where the sample was collected: 2557657
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: site
Where the material sample would have been placed if not sampled: CIDH 1A 1B 2A 2B 2C 2D
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 6

DIME Test ID: 2017-03-17-7-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/28/2017
Date Tested: 03/22/2017
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
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 6.01 in
Average diameter of cylinder 2 6.01 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 3020 psi
Maximum load on cylinder 1 82870 lb
Maximum load on cylinder 2 88480 lb
Compressive strength of cylinder 1 2921.0 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 3118.8 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 no data
Age of specimen 5 days
Age of specimen in hours no data

Test 2 of 6

DIME Test ID: 2017-03-17-7-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/28/2017
Date Tested: 03/24/2017
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
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 6.01 in
Average diameter of cylinder 2 6.01 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 3550 psi
Maximum load on cylinder 1 100730 lb
Maximum load on cylinder 2 100800 lb
Compressive strength of cylinder 1 3550.6 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 3553.0 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 no data
Age of specimen 7 days
Age of specimen in hours no data

Test 3 of 6

DIME Test ID: 2017-03-17-7-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/28/2017
Date Tested: 03/27/2017
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
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 6.01 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 3780 psi
Maximum load on cylinder 1 107150 lb
Maximum load on cylinder 2 106780 lb
Compressive strength of cylinder 1 3776.9 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 3777.1 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 no data
Age of specimen 10 days
Age of specimen in hours no data

Test 4 of 6

DIME Test ID: 2017-03-17-7-4
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 04/11/2017
Date Tested: 04/03/2017
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
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 28.27 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 4180 psi
Average diameter of cylinder 1 6.02 in
Average diameter of cylinder 2 6.00 in
Compressive strength of cylinder 1 4110.0 psi
Compressive strength of cylinder 2 4256.1 psi
Maximum load on cylinder 1 116970 lb
Maximum load on cylinder 2 120320 lb
Type of fracture pattern of cylinder 1 2
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 no data
Age of specimen 17 days

Test 5 of 6

DIME Test ID: 2017-03-17-7-5
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/14/2017
Date Tested: 04/14/2017
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
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 6.01 in
Cross sectional area of cylinder 1 28.46 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 4720 psi
Maximum load on cylinder 1 134670 lb
Maximum load on cylinder 2 133490 lb
Compressive strength of cylinder 1 4731.9 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4705.3 psi
Type of fracture pattern of cylinder 2 2
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 no data
Age of specimen 28 days
Age of specimen in hours no data

Test 6 of 6

DIME Test ID: 2017-03-17-7-6
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/28/2017
Date Tested: 04/28/2017
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
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 6.01 in
Average diameter of cylinder 2 6.01 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 5640 psi
Maximum load on cylinder 1 159070 lb
Maximum load on cylinder 2 160930 lb
Compressive strength of cylinder 1 5607.0 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 5672.5 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 no data
Age of specimen 42 days
Age of specimen in hours no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.