Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001123 DEA: 051H4704 EFIS: 0516000078
QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-9-9-13.6,15.5
Work Description: REPLACE BRIDGES AND INSTALL MGS.
Location Description: SANTA CRUZ COUNTY NEAR BOULDER CREEK AT SAN LORENZO RIVER BRIDGE AND AT KINGS CREEK BRIDGE
Contractor Name: GORDON N. BALL, INC.
Contractor Address: Unknown
Resident Engineer: Gareth Gill Structure Rep.: Jarred Burrows
DIME Sample ID: 2026-02-26-48
TL Number from the TL Form:
Sample Submitted By Organization: RMA Group - Rancho Cordova
Sample Organization Contact: (916) 631-7194
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 02/26/2026
Date that the sample was received by the laboratory/organization performing the testing: 02/26/2026
The quantity of what the sample constitutes: 100 cy
A brief description of the sample: Concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Las Animas Concrete
The concrete mix design number: 779W30S-F
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: na
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: concrete truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-02-26-48-1
Test Method: CTM 518-June 2010: Method of Test for Unit Weight of Fresh Concrete
Verified Date: 03/31/2026
Date Tested: 02/26/2026
Submitted By Organization: RMA Group - Rancho Cordova
Organization Address: 3150 Fitzgerald Road,
Organization City: Rancho Cordova
Organization State: CA
Organization Zipcode: 95742
Organization Email: mlowrance@rmacompanies.com
Organization Phone: (916) 631-7194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Unit weight of the concrete
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150.2 lb/ft^3
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Cement content
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no data0 lb/yd^3
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DIME Test ID: 2026-02-26-48-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 03/31/2026
Date Tested: 02/26/2026
Submitted By Organization: RMA Group - Rancho Cordova
Organization Address: 3150 Fitzgerald Road,
Organization City: Rancho Cordova
Organization State: CA
Organization Zipcode: 95742
Organization Email: mlowrance@rmacompanies.com
Organization Phone: (916) 631-7194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2026-02-26-48-3
Test Method: CTM 504-June 2010: Method of Test for Determining Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 03/31/2026
Date Tested: 02/26/2026
Submitted By Organization: RMA Group - Rancho Cordova
Organization Address: 3150 Fitzgerald Road,
Organization City: Rancho Cordova
Organization State: CA
Organization Zipcode: 95742
Organization Email: mlowrance@rmacompanies.com
Organization Phone: (916) 631-7194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2026-02-26-48-4
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 03/31/2026
Date Tested: 02/26/2026
Submitted By Organization: RMA Group - Rancho Cordova
Organization Address: 3150 Fitzgerald Road,
Organization City: Rancho Cordova
Organization State: CA
Organization Zipcode: 95742
Organization Email: mlowrance@rmacompanies.com
Organization Phone: (916) 631-7194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2026-02-26-48-5
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/31/2026
Date Tested: 03/26/2026
Submitted By Organization: RMA Group - Rancho Cordova
Organization Address: 3150 Fitzgerald Road,
Organization City: Rancho Cordova
Organization State: CA
Organization Zipcode: 95742
Organization Email: mlowrance@rmacompanies.com
Organization Phone: (916) 631-7194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
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US Units
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Number of specimens
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5
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Test performed
|
With no density determined
|
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Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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Average diameter of cylinder 1
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5.99 in
|
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Average diameter of cylinder 2
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5.98 in
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Average diameter of cylinder 3
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5.98 in
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Average diameter of cylinder 4
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5.99 in
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Average diameter of cylinder 5
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5.98 in
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Cross sectional area of cylinder 1
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28.18 in^2
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Cross sectional area of cylinder 2
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28.09 in^2
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Cross sectional area of cylinder 3
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28.09 in^2
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Cross sectional area of cylinder 4
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28.18 in^2
|
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Cross sectional area of cylinder 5
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28.09 in^2
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Compressive strength (to nearest 10 psi)
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6200 psi
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Maximum load on cylinder 1
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173977 lb
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Maximum load on cylinder 2
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180460 lb
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Maximum load on cylinder 3
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174288 lb
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Maximum load on cylinder 4
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172254 lb
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Maximum load on cylinder 5
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170702 lb
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Type of fracture pattern of cylinder 1
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6
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Type of fracture pattern of cylinder 2
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5
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Type of fracture pattern of cylinder 3
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5
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Type of fracture pattern of cylinder 4
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6
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Type of fracture pattern of cylinder 5
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2
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Correction factor for cylinder 3
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1
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Correction factor for cylinder 4
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1
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Correction factor for cylinder 5
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1
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Age of specimen
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28 days
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Age of specimen in hours
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no data0 hours
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