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Sample Record for 2020-07-06-33

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: 2020-07-06-33
TL Number from the TL Form: na
Sample Submitted By Organization: Forterra
Sample Organization Contact: 916-381-3910
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 07/06/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/07/2020
The quantity of what the sample constitutes: 8 6X12 CYLINDERS
A brief description of the sample: Concrete Test Samples
From where was the sample collected: Fabricator
Laboratory sample identification: 7-6 box
Structure unique identifier: 36-0000
Structure name: Highway 132
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: 141651
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: 2020-07-06-33-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/08/2020
Date Tested: 07/07/2020
Submitted By Organization: Forterra
Organization Address: 7020 Tokay Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95828
Organization Email: edgar.benitez@forterrabp.com
Organization Phone: 916-381-3910
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 C1231
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) 4100 psi
Maximum load on cylinder 1 113220 lb
Maximum load on cylinder 2 118495 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 24 hours

Test 2 of 3

DIME Test ID: 2020-07-06-33-2
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: Forterra
Organization Address: 7020 Tokay Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95828
Organization Email: edgar.benitez@forterrabp.com
Organization Phone: 916-381-3910
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 C1231
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) 5820 psi
Maximum load on cylinder 1 157405 lb
Maximum load on cylinder 2 171255 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: 2020-07-06-33-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/08/2020
Date Tested: 08/03/2020
Submitted By Organization: Forterra
Organization Address: 7020 Tokay Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95828
Organization Email: edgar.benitez@forterrabp.com
Organization Phone: 916-381-3910
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 C1231
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) 6800 psi
Maximum load on cylinder 1 192895 lb
Maximum load on cylinder 2 191275 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

Tests Assigned to this Sample

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