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Sample Record for 2021-11-12-37

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Project Information

Project ID: 215486 DEA: 040A0204 EFIS: 0400000129 QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-1-15-15.7
Work Description: Construct roadway and bridge with structural concrete and CIDH piling
Location Description: District-County-Route-Post Mile: 04-Son-1-R15.0/R15.7
Contractor Name: BRIDGEWAY CIVIL CONSTRUCTORS, INC.
Contractor Address: 4950 Allison Parkway, # A, Vacaville, CA 95688
Resident Engineer: Fabio La Serna Structure Rep.: Bunma Nou

Sample Information

DIME Sample ID: 2021-11-12-37
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: 11/12/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/12/2021
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: Bridge Way Civil Construction

Material Information

The concrete mix design number: 72105003R
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 31678
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Pier 2 left and right
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: 2021-11-12-37-1
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 03/29/2022
Date Tested: 11/12/2021
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 64 F

Test 2 of 6

DIME Test ID: 2021-11-12-37-2
Test Method: CTM 504-June 2010: Method of Test for Determining Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 03/29/2022
Date Tested: 11/12/2021
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:
Air Content 1.3 %

Test 3 of 6

DIME Test ID: 2021-11-12-37-3
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 03/29/2022
Date Tested: 11/12/2021
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 3.5 inch

Test 4 of 6

DIME Test ID: 2021-11-12-37-4
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/29/2022
Date Tested: 11/19/2021
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 5
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 4.01 in
Average diameter of cylinder 2 4.01 in
Average diameter of cylinder 3 4.01 in
Average diameter of cylinder 4 4.00 in
Average diameter of cylinder 5 4.00 in
Cross sectional area of cylinder 1 12.63 in^2
Cross sectional area of cylinder 2 12.63 in^2
Cross sectional area of cylinder 3 12.63 in^2
Cross sectional area of cylinder 4 12.57 in^2
Cross sectional area of cylinder 5 12.57 in^2
Compressive strength (to nearest 10 psi) 3585 psi
Maximum load on cylinder 1 46890 lb
Maximum load on cylinder 2 44410 lb
Maximum load on cylinder 3 41580 lb
Maximum load on cylinder 4 42940 lb
Maximum load on cylinder 5 50310 lb
Type of fracture pattern of cylinder 1 5
Type of fracture pattern of cylinder 2 5
Type of fracture pattern of cylinder 3 5
Type of fracture pattern of cylinder 4 5
Type of fracture pattern of cylinder 5 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
Correction factor for cylinder 3 1
Correction factor for cylinder 4 1
Correction factor for cylinder 5 1
Age of specimen 7 days
Age of specimen in hours 0 hours

Test 5 of 6

DIME Test ID: 2021-11-12-37-5
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/29/2022
Date Tested: 12/10/2021
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 5
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 4.01 in
Average diameter of cylinder 2 4.01 in
Average diameter of cylinder 3 4.01 in
Average diameter of cylinder 4 4.01 in
Average diameter of cylinder 5 4.01 in
Cross sectional area of cylinder 1 12.63 in^2
Cross sectional area of cylinder 2 12.63 in^2
Cross sectional area of cylinder 3 12.63 in^2
Cross sectional area of cylinder 4 12.63 in^2
Cross sectional area of cylinder 5 12.63 in^2
Compressive strength (to nearest 10 psi) 6850 psi
Maximum load on cylinder 1 82740 lb
Maximum load on cylinder 2 88530 lb
Maximum load on cylinder 3 85640 lb
Maximum load on cylinder 4 83460 lb
Maximum load on cylinder 5 92240 lb
Type of fracture pattern of cylinder 1 5
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 2
Type of fracture pattern of cylinder 4 5
Type of fracture pattern of cylinder 5 3
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
Correction factor for cylinder 3 1
Correction factor for cylinder 4 1
Correction factor for cylinder 5 1
Age of specimen 28 days
Age of specimen in hours 0 hours

Test 6 of 6

DIME Test ID: 2021-11-12-37-6
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/29/2022
Date Tested: 12/24/2021
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 5
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 4.02 in
Average diameter of cylinder 2 4.01 in
Average diameter of cylinder 3 4.02 in
Average diameter of cylinder 4 4.02 in
Average diameter of cylinder 5 4.01 in
Cross sectional area of cylinder 1 12.69 in^2
Cross sectional area of cylinder 2 12.63 in^2
Cross sectional area of cylinder 3 12.69 in^2
Cross sectional area of cylinder 4 12.69 in^2
Cross sectional area of cylinder 5 12.63 in^2
Compressive strength (to nearest 10 psi) 8100 psi
Maximum load on cylinder 1 96350 lb
Maximum load on cylinder 2 98840 lb
Maximum load on cylinder 3 102040 lb
Maximum load on cylinder 4 105430 lb
Maximum load on cylinder 5 110130 lb
Type of fracture pattern of cylinder 1 5
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 2
Type of fracture pattern of cylinder 4 3
Type of fracture pattern of cylinder 5 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
Correction factor for cylinder 3 1
Correction factor for cylinder 4 1
Correction factor for cylinder 5 1
Age of specimen 42 days
Age of specimen in hours 0 hours

Tests Assigned to this Sample

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