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Sample Record for 2014-06-04-13456438


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: 2014-06-04-13456438
TL Number from the TL Form:
Sample Submitted By Organization: Vulcan Materials Company - San Diego
Sample Organization Contact: 619-572-9564
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 06/04/2014
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: Source
Laboratory sample identification: 2014-06-04-1029-3079
Structure unique identifier:
Structure name:

Material Information

The concrete mix design number: 103612F
The truck number from where the sample was collected: 447
The batch plant ticket number from where the sample was collected: 116144
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: sound wall 301L
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: 2014-06-04-13456438-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 09/24/2014
Date Tested: 06/11/2014
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) 2440 psi
Average diameter of cylinder 1 6.00 in
Maximum load on cylinder 1 69020 lb
Type of fracture pattern of cylinder 1 1
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Age of specimen 7 days

Test Results

Test 2 of 5

DIME Test ID: 2014-06-04-13456438-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 09/24/2014
Date Tested: 06/18/2014
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) 2730 psi
Average diameter of cylinder 1 6.00 in
Maximum load on cylinder 1 77300 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 14 days

Test Results

Test 3 of 5

DIME Test ID: 2014-06-04-13456438-3
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 09/24/2014
Date Tested: 07/02/2014
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) 3300 psi
Average diameter of cylinder 1 6.00 in
Maximum load on cylinder 1 93300 lb
Type of fracture pattern of cylinder 1 3
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Age of specimen 28 days

Test Results

Test 4 of 5

DIME Test ID: 2014-06-04-13456438-4
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 09/26/2014
Date Tested: 07/16/2014
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) 3990 psi
Average diameter of cylinder 1 6.00 in
Maximum load on cylinder 1 112770 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 42 days

Test Results

Test 5 of 5

DIME Test ID: 2014-06-04-13456438-5
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 09/26/2014
Date Tested: 07/30/2014
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) 4040 psi
Average diameter of cylinder 1 6.00 in
Maximum load on cylinder 1 114090 lb
Type of fracture pattern of cylinder 1 3
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