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Sample Record for 2015-09-13-1

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

Project Information

Project ID: 210749 DEA: 081G5114 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-57.6/127.0, R57.6-R127.0, R57.6/R127
Work Description: Secure bridges and build a crossover at Tex Wash
Location Description: In Riverside County from Jct 86/10 to Arco Ditch
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38000 Monroe St, Indio, CA 92203
Resident Engineer: Andy Quach Structure Rep.: Shukri Abouazra

Sample Information

DIME Sample ID: 2015-09-13-1
TL Number from the TL Form: 3
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 09/13/2015
Date that the sample was received by the laboratory/organization performing the testing: 09/15/2015
The quantity of what the sample constitutes: 14
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 920-03
Structure unique identifier: I 10 TEX WASH BRIDGE REPLACE
Structure name: DECK AND APPROACH SLABS
The fabricator/manufacturer/facility name: JOB

Material Information

The concrete mix design number: 9430DHER
The truck number from where the sample was collected: NP
The batch plant ticket number from where the sample was collected: NP
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: CHUTE
Where the material sample would have been placed if not sampled: Unknown
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 6

DIME Test ID: 2015-09-13-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/16/2015
Date Tested: 09/16/2015
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 6.01 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) 4540 psi
Maximum load on cylinder 1 128110 lb
Maximum load on cylinder 2 129610 lb
Compressive strength of cylinder 1 4515.7 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 4568.6 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 no data
Age of specimen 3 days
Age of specimen in hours no data

Test 2 of 6

DIME Test ID: 2015-09-13-1-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/17/2015
Date Tested: 09/17/2015
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 6.01 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) 4710 psi
Maximum load on cylinder 1 134710 lb
Maximum load on cylinder 2 132670 lb
Compressive strength of cylinder 1 4748.3 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 4676.4 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 4 days
Age of specimen in hours no data

Test 3 of 6

DIME Test ID: 2015-09-13-1-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/18/2015
Date Tested: 09/18/2015
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 5.98 in
Average diameter of cylinder 2 5.98 in
Cross sectional area of cylinder 1 28.09 in^2
Cross sectional area of cylinder 2 28.09 in^2
Compressive strength (to nearest 10 psi) 4890 psi
Maximum load on cylinder 1 136710 lb
Maximum load on cylinder 2 137870 lb
Compressive strength of cylinder 1 4866.9 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 4908.2 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 4 of 6

DIME Test ID: 2015-09-13-1-4
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/21/2015
Date Tested: 09/21/2015
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) 5220 psi
Maximum load on cylinder 1 147680 lb
Maximum load on cylinder 2 147630 lb
Compressive strength of cylinder 1 5223.9 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 5222.1 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 8 days
Age of specimen in hours no data

Test 5 of 6

DIME Test ID: 2015-09-13-1-5
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/12/2015
Date Tested: 10/12/2015
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) 6290 psi
Maximum load on cylinder 1 177450 lb
Maximum load on cylinder 2 178310 lb
Compressive strength of cylinder 1 6277.0 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 6307.4 psi
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 29 days
Age of specimen in hours no data

Test 6 of 6

DIME Test ID: 2015-09-13-1-7
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/16/2015
Date Tested: 09/15/2015
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 6.01 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) 4340 psi
Maximum load on cylinder 1 122070 lb
Maximum load on cylinder 2 124050 lb
Compressive strength of cylinder 1 4302.8 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 4372.6 psi
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 2 days
Age of specimen in hours no data