Print Report | Back to Sample Detail

Sample Record for 2023-04-20-35

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

Project Information

Project ID: 993239 DEA: 100P5404 EFIS: 1013000251 QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ,STA-5,99-6.2/6.6,R17.7/R18.1
Work Description: REMOVE & PLACE STRUCTURAL CONCRETE BRIDGE; AND PLACE CONCRETE BARRIER.
Location Description: SAN JOAQUIN AND STANISLAUS COUNTIES ON ROUTE 5 FROM 0.2 MILE SOUTH TO 0.2 MILE NORTH OF ROUTE 5/33 SEPARATION AND OVERHEAD AND ON ROUTE 99 FROM 0.2 MILE SOUTH TO 0.2 MILE NORTH OF WEST MODESTO OVERHEAD
Contractor Name: Bridgeway Civil Constructors, Inc. - Tomas Ramirez
Contractor Address: 3333 Vaca Valley Parkway, Suite 200, Vacaville, CA 95219
Resident Engineer: Ariel Mendoza Structure Rep.: Ron Matin

Sample Information

DIME Sample ID: 2023-04-20-35
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: 04/20/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/20/2023
The quantity of what the sample constitutes: 100 CY
A brief description of the sample: Portland Cement Concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex

Material Information

The concrete mix design number: 1617136
The truck number from where the sample was collected: 10069122
The batch plant ticket number from where the sample was collected: 30702446
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: NB RTE 99, Deck Overhang at 9th St Overpass
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: 2023-04-20-35-1
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 04/26/2023
Date Tested: 04/20/2023
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:
Slump 4.5 inch

Test 2 of 3

DIME Test ID: 2023-04-20-35-2
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 04/26/2023
Date Tested: 04/20/2023
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:
Temperature 66 F

Test 3 of 3

DIME Test ID: 2023-04-20-35-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/04/2023
Date Tested: 05/18/2023
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? US Units
Number of specimens 2
Test performed With no density determined
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.01 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 5750 psi
Maximum load on cylinder 1 161470 lb
Maximum load on cylinder 2 164800 lb
Type of fracture pattern of cylinder 1 4
Type of fracture pattern of cylinder 2 4
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