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Sample Record for 2020-06-15-5

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

Project Information

Project ID: 214756 DEA: 050N7AU4 EFIS: 0520000030 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-1.4/4.8
Work Description: Segment 4A - Carpinteria: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, epoxy coated rebar, precast box culverts, precast RCP.
Location Description: CARPINTERIA FROM 0.2 MILE SOUTH OF BAILARD AVENUE OVERCROSSING TO 0.7 MILE SOUTH OF SOUTH PADARO LANE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 5335 Debbie Rd, Santa Barbara, CA 93160
Resident Engineer: Taylor Merlo Structure Rep.: Bernardo Hernandez

Sample Information

DIME Sample ID: 2020-06-15-5
TL Number from the TL Form: na
Sample Submitted By Organization: Rinker Materials
Sample Organization Contact: (916) 381-3910
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 06/15/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/16/2020
The quantity of what the sample constitutes: 1 days production
A brief description of the sample: 6x12 cylinder
From where was the sample collected: Manufacturer
Laboratory sample identification: 6-15 Box
Structure unique identifier: 36-0000
Structure name: HWY 101 4A Carpinteria Project
The fabricator/manufacturer/facility name: Forterra Pipe and Precast, Florin Rd

Material Information

The concrete mix design number: 5H
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: 2
Concrete batch plant: Forterra Florin Rd
The fabricator/manufacturer designation for the sample: Batch
A detailed description of where the material sample was collected: conveyor belt
Where the material sample would have been placed if not sampled: RCBC
From Lot No.: NA
Bag Lot No.: NA

Test Results

Test 1 of 3

DIME Test ID: 2020-06-15-5-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/16/2020
Date Tested: 06/16/2020
Submitted By Organization: Rinker Materials
Organization Address: 7020 Tokay Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95828
Organization Email: Edgar.Benitez@Rinkerpipe.com
Organization Phone: (209) 401-6972
General Comments for this Test: Avg of the two 6x12 cylinders at approx 15 hours equals 3140 psi
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) 3140 psi
Maximum load on cylinder 1 84855 lb
Maximum load on cylinder 2 92405 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 1
Age of specimen 1 days
Age of specimen in hours 15 hours

Test 2 of 3

DIME Test ID: 2020-06-15-5-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/22/2020
Date Tested: 06/22/2020
Submitted By Organization: Rinker Materials
Organization Address: 7020 Tokay Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95828
Organization Email: Edgar.Benitez@Rinkerpipe.com
Organization Phone: (209) 401-6972
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) 5840 psi
Maximum load on cylinder 1 168930 lb
Maximum load on cylinder 2 161065 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 1
Age of specimen 7 days
Age of specimen in hours 168 hours

Test 3 of 3

DIME Test ID: 2020-06-15-5-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/08/2020
Date Tested: 07/13/2020
Submitted By Organization: Rinker Materials
Organization Address: 7020 Tokay Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95828
Organization Email: Edgar.Benitez@Rinkerpipe.com
Organization Phone: (209) 401-6972
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) 7940 psi
Maximum load on cylinder 1 230775 lb
Maximum load on cylinder 2 218095 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 1
Age of specimen 28 days
Age of specimen in hours 672 hours