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Sample Record for 2020-10-23-10

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

Project Information

Project ID: 214601 DEA: 041J5694 EFIS: 0419000313 QA Service Level: 1
DIST-CO-RTE-PM: 04-SM-101-0.0/21.8
Work Description: San Mateo US 101 Express Lanes North
Location Description:
Contractor Name: KIEWIT INFRASTRUCTURE COMPANY
Contractor Address: 1301 SHOREWAY RD, SUITE 275, BELMONT, CA 94402
Resident Engineer: Douglas Inori Structure Rep.: Tyler Pinell

Sample Information

DIME Sample ID: 2020-10-23-10
TL Number from the TL Form:
Sample Submitted By Organization: Pro-Cast Products, Incorporated - Highland
Sample Organization Contact: (909) 793-7602
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 10/23/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/26/2020
The quantity of what the sample constitutes: 53
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Procast

Material Information

The concrete mix design number: RRM14062
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 5749752
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2020-10-23-10-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/19/2020
Date Tested: 11/06/2020
Submitted By Organization: Pro-Cast Products, Incorporated - Highland
Organization Address: 27417 East Third Street,
Organization City: Highland
Organization State: CA
Organization Zipcode: 92346
Organization Email: bmalott@procastproducts.com
Organization Phone: (909) 809-2429
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
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Capped in accordance with? ASTM C617/CTM521
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) 6060 psi
Maximum load on cylinder 1 170200 lb
Maximum load on cylinder 2 172250 lb
Type of fracture pattern of cylinder 1 3
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 0
Correction factor for cylinder 2 0
Age of specimen 14 days
Age of specimen in hours 0 hours

Test 2 of 3

DIME Test ID: 2020-10-23-10-2
Test Method: ASTM C143-15a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 11/19/2020
Date Tested: 10/23/2020
Submitted By Organization: Pro-Cast Products, Incorporated - Highland
Organization Address: 27417 East Third Street,
Organization City: Highland
Organization State: CA
Organization Zipcode: 92346
Organization Email: bmalott@procastproducts.com
Organization Phone: (909) 809-2429
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Slump 7 inch

Test 3 of 3

DIME Test ID: 2020-10-23-10-3
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/11/2020
Date Tested: 11/24/2020
Submitted By Organization: Pro-Cast Products, Incorporated - Highland
Organization Address: 27417 East Third Street,
Organization City: Highland
Organization State: CA
Organization Zipcode: 92346
Organization Email: bmalott@procastproducts.com
Organization Phone: (909) 809-2429
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
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Capped in accordance with? ASTM C617/CTM521
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) 6170 psi
Maximum load on cylinder 1 176120 lb
Maximum load on cylinder 2 172310 lb
Type of fracture pattern of cylinder 1 3
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 0
Correction factor for cylinder 2 0
Age of specimen 28 days
Age of specimen in hours 0 hours