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Sample Record for 2022-04-13-50

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

Project Information

Project ID: 209820 DEA: 04297634 EFIS: 0415000040 COOP: 042548 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-84,680-17.9/21
Work Description: ROUTE 84 WIDENING (4-LANE EXPRESSWAY) FROM I-680 TO PIGEON PASS, INCLUDING INTERSECTION, DRAINAGE IMPROVEMENTS AND UTILITY RELOCATION.
Location Description: ALAMEDA COUNTY IN AND NEAR SUNOL, PLEASANTON, AND LIVERMORE ON ROUTE 84 FROM 0.1 MILE EAST OF ROUTE 680 TO 0.1 MILE SOUTH OF RUBY HILL DRIVE AND ON ROUTE 680 FROM 1.2 MILES SOUTH TO 1.8 MILES NORTH OF ROUTE 84
Contractor Name: Bay Cities Paving & Grading
Contractor Address: 1450 Civic Ct. BLDG B #400, Concord CA, 94520
Resident Engineer: Hung Ngo Structure Rep.: Mohamed Kaddoura

Sample Information

DIME Sample ID: 2022-04-13-50
TL Number from the TL Form:
Sample Submitted By Organization: Reinforced Earth Co
Sample Organization Contact: (760) 447-6746
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 04/13/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/13/2022
The quantity of what the sample constitutes: 8 cylinders
A brief description of the sample: ASTM
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Reinforced Earth Co

Material Information

The concrete mix design number: CT675F25
The truck number from where the sample was collected: 267
The batch plant ticket number from where the sample was collected: 629404
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: ORO GRANDE
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 6

DIME Test ID: 2022-04-13-50-1
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 05/02/2022
Date Tested: 04/13/2022
Submitted By Organization: Reinforced Earth Co
Organization Address: 17248 N. D Street ,
Organization City: Victorville
Organization State: CA
Organization Zipcode: 92394
Organization Email: rfisher@reinforcedearth.com
Organization Phone: (760) 447-6746
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Air content 1.1 %

Test 2 of 6

DIME Test ID: 2022-04-13-50-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 05/02/2022
Date Tested: 04/13/2022
Submitted By Organization: Reinforced Earth Co
Organization Address: 17248 N. D Street ,
Organization City: Victorville
Organization State: CA
Organization Zipcode: 92394
Organization Email: rfisher@reinforcedearth.com
Organization Phone: (760) 447-6746
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Slump 8.5 inch

Test 3 of 6

DIME Test ID: 2022-04-13-50-3
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/02/2022
Date Tested: 04/18/2022
Submitted By Organization: Reinforced Earth Co
Organization Address: 17248 N. D Street ,
Organization City: Victorville
Organization State: CA
Organization Zipcode: 92394
Organization Email: rfisher@reinforcedearth.com
Organization Phone: (760) 447-6746
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
Apparent mass of submerged cylinder 1 0 lb
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) 2230 psi
Maximum load on cylinder 1 2100 lb
Maximum load on cylinder 2 2350 lb
Type of fracture pattern of cylinder 1 3
Type of fracture pattern of cylinder 2 5
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 4 days
Age of specimen in hours 3 hours
Serial number of delivery ticket, if available no data

Test 4 of 6

DIME Test ID: 2022-04-13-50-4
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Submitted By Organization: Reinforced Earth Co
Organization Address: 17248 N. D Street ,
Organization City: Victorville
Organization State: CA
Organization Zipcode: 92394
Organization Email: rfisher@reinforcedearth.com
Organization Phone: (760) 447-6746
This test has been superseded on 07/11/2022
Reason: retested

Test 5 of 6

DIME Test ID: 2022-04-13-50-5
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Submitted By Organization: Reinforced Earth Co
Organization Address: 17248 N. D Street ,
Organization City: Victorville
Organization State: CA
Organization Zipcode: 92394
Organization Email: rfisher@reinforcedearth.com
Organization Phone: (760) 447-6746
This test has been superseded on 07/11/2022
Reason: retested

Test 6 of 6

DIME Test ID: 2022-04-13-50-6
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/11/2022
Date Tested: 05/11/2022
Submitted By Organization: Reinforced Earth Co
Organization Address: 17248 N. D Street ,
Organization City: Victorville
Organization State: CA
Organization Zipcode: 92394
Organization Email: rfisher@reinforcedearth.com
Organization Phone: (760) 447-6746
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
Apparent mass of submerged cylinder 1 0 lb
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) 5270 psi
Maximum load on cylinder 1 147680 lb
Maximum load on cylinder 2 150120 lb
Type of fracture pattern of cylinder 1 5
Type of fracture pattern of cylinder 2 5
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 0 hours
Serial number of delivery ticket, if available no data

Tests Assigned to this Sample

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