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Sample Record for 2013-11-25-13005757


Project Information

Project ID: 7780 DEA: 112T1824 EFIS: 1100020051 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-4.7/5.6
Work Description: REPLACE STRUCTURE AND CONSTRUCT DIRECT ACCESS RAMP (DAR).
Location Description: SAN DIEGO COUNTY IN CHULA VISTA FROM 0.4 MILE SOUTH OF EAST PALOMAR STREET OVERCROSSING TO 0.1 MILE NORTH OF NAPLES STREET UNDERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY Contractor Address: 5860 El Camino Real #200
Resident Engineer: Tom Davis Structure Rep.: Ma, Anh

Sample Information

DIME Sample ID: 2013-11-25-13005757
TL Number from the TL Form:
Sample Submitted By Organization: RMA Group - Rancho Cucamonga
Sample Organization Contact: 909-989-1751
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 11/25/2013
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 5 Cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Other
Laboratory sample identification: 2013-11-25-1300
Structure unique identifier:
Structure name:

Material Information

The concrete mix design number: 105503F
The truck number from where the sample was collected: 513
The batch plant ticket number from where the sample was collected: 157225
Concrete batch plant: 41951
The fabricator/manufacturer designation for the sample: Vulcan Materials Company
A detailed description of where the material sample was collected: Bridge abutment no. 1
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 5

DIME Test ID: 2013-11-25-13005757-1
Test Method: ASTM C143-10a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 12/19/2013
Date Tested: 11/25/2013
Submitted By Organization: RMA Group - Rancho Cucamonga
Organization Address: 12130 Santa Margarita Court
Test General Comments:
Additional Comments When Verified:
Slump 4.5 inch

Test Results

Test 2 of 5

DIME Test ID: 2013-11-25-13005757-2
Test Method: ASTM C1064-08: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 12/19/2013
Date Tested: 11/25/2013
Submitted By Organization: RMA Group - Rancho Cucamonga
Organization Address: 12130 Santa Margarita Court
Test General Comments:
Additional Comments When Verified:
Temperature 74 F

Test Results

Test 3 of 5

DIME Test ID: 2013-11-25-13005757-4
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 01/29/2014
Date Tested: 12/23/2013
Submitted By Organization: Vulcan Materials Company - San Diego
Organization Address: 10051 Black Mountain Road
Test General Comments:
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 no data
Cross sectional area of cylinder 2 no data
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 5140 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Maximum load on cylinder 1 146190 lb
Maximum load on cylinder 2 144590 lb
Type of fracture pattern of cylinder 1 3
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 no data
Age of specimen 28 days

Test Results

Test 4 of 5

DIME Test ID: 2013-11-25-13005757-5
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 01/29/2014
Date Tested: 01/06/2014
Submitted By Organization: Vulcan Materials Company - San Diego
Organization Address: 10051 Black Mountain Road
Test General Comments:
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 no data
Cross sectional area of cylinder 2 no data
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 6380 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Maximum load on cylinder 1 181540 lb
Maximum load on cylinder 2 179310 lb
Type of fracture pattern of cylinder 1 3
Type of fracture pattern of cylinder 2 6
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

Test Results

Test 5 of 5

DIME Test ID: 2013-11-25-13005757-6
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 01/29/2014
Date Tested: 01/20/2014
Submitted By Organization: Vulcan Materials Company - San Diego
Organization Address: 10051 Black Mountain Road
Test General Comments:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 1
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Compressive strength of cylinder (to nearest 10 psi) 7010 psi
Average diameter of cylinder 1 6.00 in
Maximum load on cylinder 1 198200 lb
Type of fracture pattern of cylinder 1 6
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Age of specimen 56 days