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Sample Record for 2016-08-03-4

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

Project Information

Project ID: 209217 DEA: 080F5404 EFIS: 0800000136 COOP: 081468 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-91,15-0.0/13.04, 35.64/45.14
Work Description: SR-91 Corridor Improvement Project: Develop approx. 8 miles of tolled express lanes and related improvements within SR 91 between the Riverside/Orange County line and I-15, including transition areas.
Location Description: 08-RIV-91-0.0/13.04; 12-ORA-91-R14.43/R18.91; 08-RIV-15-35.64/45.14
Contractor Name: Atkinson Walsh, Joint Venture
Contractor Address: 905 E 3rd St, Corona, CA 92879
Resident Engineer: Salim Khalil Structure Rep.: Alex Angha

Sample Information

DIME Sample ID: 2016-08-03-4
TL Number from the TL Form: SRL276
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: 08/03/2016
Date that the sample was received by the laboratory/organization performing the testing: 08/05/2016
The quantity of what the sample constitutes: 8
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 888-SRL276
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: Holliday Rock Chino

Material Information

The concrete mix design number: CM5642
The truck number from where the sample was collected: 196
The batch plant ticket number from where the sample was collected: 118050939
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: NP
Where the material sample would have been placed if not sampled: BR 24 FRAME 6
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 4

DIME Test ID: 2016-08-03-4-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 08/10/2016
Date Tested: 08/10/2016
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:
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 27.99 in^2
Cross sectional area of cylinder 2 27.99 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 3620 psi
Average diameter of cylinder 1 5.97 in
Average diameter of cylinder 2 5.97 in
Compressive strength of cylinder 1 3583.1 psi
Compressive strength of cylinder 2 3666.7 psi
Maximum load on cylinder 1 100290 lb
Maximum load on cylinder 2 102630 lb
Type of fracture pattern of cylinder 1 1
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 7 days

Test 2 of 4

DIME Test ID: 2016-08-03-4-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 08/17/2016
Date Tested: 08/12/2016
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:
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 27.99 in^2
Cross sectional area of cylinder 2 27.99 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 4080 psi
Average diameter of cylinder 1 5.97 in
Average diameter of cylinder 2 5.97 in
Compressive strength of cylinder 1 3959.6 psi
Compressive strength of cylinder 2 4205.4 psi
Maximum load on cylinder 1 110830 lb
Maximum load on cylinder 2 117710 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 no data
Age of specimen 9 days

Test 3 of 4

DIME Test ID: 2016-08-03-4-3
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 08/17/2016
Date Tested: 08/15/2016
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:
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 28.09 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 4220 psi
Average diameter of cylinder 1 5.98 in
Average diameter of cylinder 2 5.98 in
Compressive strength of cylinder 1 4267.0 psi
Compressive strength of cylinder 2 4175.5 psi
Maximum load on cylinder 1 119860 lb
Maximum load on cylinder 2 117290 lb
Type of fracture pattern of cylinder 1 2
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 12 days

Test 4 of 4

DIME Test ID: 2016-08-03-4-4
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 08/31/2016
Date Tested: 08/31/2016
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:
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 27.99 in^2
Cross sectional area of cylinder 2 28.09 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 5180 psi
Average diameter of cylinder 1 5.97 in
Average diameter of cylinder 2 5.98 in
Compressive strength of cylinder 1 5140.4 psi
Compressive strength of cylinder 2 5212.2 psi
Maximum load on cylinder 1 143880 lb
Maximum load on cylinder 2 146410 lb
Type of fracture pattern of cylinder 1 3
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 28 days

Tests Assigned to this Sample

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