Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000561 DEA: 010J8904 EFIS: 0119000119
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-36-3.9/6.0
Work Description: HOT MIX ASPHALT, AGGREGATE BASE, AND STRUCTURAL CONCRETE.
Location Description: HUMBOLDT COUNTY AT CARLOTTA FROM 0.2 MILE WEST OF FISHER ROAD TO 0.2 MILE WEST OF WILDER ROAD
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: 200 Dinsmore Dr., Fortuna, CA 95540
Resident Engineer: Cody Long Structure Rep.: Shantanu Nalawade
DIME Sample ID: 2025-08-20-63
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: 08/20/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/21/2025
The quantity of what the sample constitutes: Mock up
A brief description of the sample: UHPC Cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Steelike
The concrete mix design number: Steelike
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 0
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Mock Up
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-08-20-63-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/28/2025
Date Tested: 08/22/2025
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 method modified per ASTM C1856
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 C39 - Ground End
|
|
Apparent mass of submerged cylinder 1
|
no data0 lb
|
|
Average diameter of cylinder 1
|
3.00 in
|
|
Average diameter of cylinder 2
|
3.01 in
|
|
Average diameter of cylinder 3
|
3.02 in
|
|
Average diameter of cylinder 4
|
3.02 in
|
|
Average diameter of cylinder 5
|
3.01 in
|
|
Cross sectional area of cylinder 1
|
7.07 in^2
|
|
Cross sectional area of cylinder 2
|
7.12 in^2
|
|
Cross sectional area of cylinder 3
|
7.16 in^2
|
|
Cross sectional area of cylinder 4
|
7.16 in^2
|
|
Cross sectional area of cylinder 5
|
7.12 in^2
|
|
Compressive strength (to nearest 10 psi)
|
14590 psi
|
|
Maximum load on cylinder 1
|
101705 lb
|
|
Maximum load on cylinder 2
|
90415 lb
|
|
Maximum load on cylinder 3
|
115510 lb
|
|
Maximum load on cylinder 4
|
101080 lb
|
|
Maximum load on cylinder 5
|
111055 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
Type of fracture pattern of cylinder 4
|
2
|
|
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
|
2 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2025-08-20-63-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/28/2025
Date Tested: 08/24/2025
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 method modified per ASTM C1856
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 C39 - Ground End
|
|
Apparent mass of submerged cylinder 1
|
no data0 lb
|
|
Average diameter of cylinder 1
|
3.02 in
|
|
Average diameter of cylinder 2
|
3.01 in
|
|
Average diameter of cylinder 3
|
3.01 in
|
|
Average diameter of cylinder 4
|
3.02 in
|
|
Average diameter of cylinder 5
|
3.01 in
|
|
Cross sectional area of cylinder 1
|
7.16 in^2
|
|
Cross sectional area of cylinder 2
|
7.12 in^2
|
|
Cross sectional area of cylinder 3
|
7.12 in^2
|
|
Cross sectional area of cylinder 4
|
7.16 in^2
|
|
Cross sectional area of cylinder 5
|
7.12 in^2
|
|
Compressive strength (to nearest 10 psi)
|
14440 psi
|
|
Maximum load on cylinder 1
|
103675 lb
|
|
Maximum load on cylinder 2
|
102120 lb
|
|
Maximum load on cylinder 3
|
101590 lb
|
|
Maximum load on cylinder 4
|
104815 lb
|
|
Maximum load on cylinder 5
|
103200 lb
|
|
Type of fracture pattern of cylinder 1
|
4
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
4
|
|
Type of fracture pattern of cylinder 4
|
3
|
|
Type of fracture pattern of cylinder 5
|
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
|
|
Correction factor for cylinder 3
|
1
|
|
Correction factor for cylinder 4
|
1
|
|
Correction factor for cylinder 5
|
1
|
|
Age of specimen
|
4 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2025-08-20-63-3
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/28/2025
Date Tested: 08/26/2025
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 method modified per ASTM C1856
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 C39 - Ground End
|
|
Apparent mass of submerged cylinder 1
|
no data0 lb
|
|
Average diameter of cylinder 1
|
3.00 in
|
|
Average diameter of cylinder 2
|
3.01 in
|
|
Average diameter of cylinder 3
|
3.00 in
|
|
Average diameter of cylinder 4
|
3.00 in
|
|
Average diameter of cylinder 5
|
3.01 in
|
|
Cross sectional area of cylinder 1
|
7.07 in^2
|
|
Cross sectional area of cylinder 2
|
7.12 in^2
|
|
Cross sectional area of cylinder 3
|
7.07 in^2
|
|
Cross sectional area of cylinder 4
|
7.07 in^2
|
|
Cross sectional area of cylinder 5
|
7.12 in^2
|
|
Compressive strength (to nearest 10 psi)
|
15410 psi
|
|
Maximum load on cylinder 1
|
107155 lb
|
|
Maximum load on cylinder 2
|
105995 lb
|
|
Maximum load on cylinder 3
|
112770 lb
|
|
Maximum load on cylinder 4
|
112550 lb
|
|
Maximum load on cylinder 5
|
107750 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Type of fracture pattern of cylinder 2
|
4
|
|
Type of fracture pattern of cylinder 3
|
4
|
|
Type of fracture pattern of cylinder 4
|
2
|
|
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
|
6 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2025-08-20-63-4
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/28/2025
Date Tested: 08/28/2025
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 method modified per ASTM C1856
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 C39 - Ground End
|
|
Apparent mass of submerged cylinder 1
|
no data0 lb
|
|
Average diameter of cylinder 1
|
3.02 in
|
|
Average diameter of cylinder 2
|
3.01 in
|
|
Average diameter of cylinder 3
|
3.01 in
|
|
Average diameter of cylinder 4
|
3.02 in
|
|
Average diameter of cylinder 5
|
3.02 in
|
|
Cross sectional area of cylinder 1
|
7.16 in^2
|
|
Cross sectional area of cylinder 2
|
7.12 in^2
|
|
Cross sectional area of cylinder 3
|
7.12 in^2
|
|
Cross sectional area of cylinder 4
|
7.16 in^2
|
|
Cross sectional area of cylinder 5
|
7.16 in^2
|
|
Compressive strength (to nearest 10 psi)
|
16390 psi
|
|
Maximum load on cylinder 1
|
114880 lb
|
|
Maximum load on cylinder 2
|
117435 lb
|
|
Maximum load on cylinder 3
|
116330 lb
|
|
Maximum load on cylinder 4
|
118615 lb
|
|
Maximum load on cylinder 5
|
118280 lb
|
|
Type of fracture pattern of cylinder 1
|
4
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
4
|
|
Type of fracture pattern of cylinder 4
|
3
|
|
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
|
8 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2025-08-20-63-5
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/22/2025
Date Tested: 09/17/2025
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 method modified per ASTM C1856
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 C39 - Ground End
|
|
Apparent mass of submerged cylinder 1
|
no data0 lb
|
|
Average diameter of cylinder 1
|
2.99 in
|
|
Average diameter of cylinder 2
|
3.00 in
|
|
Average diameter of cylinder 3
|
3.00 in
|
|
Average diameter of cylinder 4
|
3.00 in
|
|
Average diameter of cylinder 5
|
3.01 in
|
|
Cross sectional area of cylinder 1
|
7.02 in^2
|
|
Cross sectional area of cylinder 2
|
7.07 in^2
|
|
Cross sectional area of cylinder 3
|
7.07 in^2
|
|
Cross sectional area of cylinder 4
|
7.07 in^2
|
|
Cross sectional area of cylinder 5
|
7.12 in^2
|
|
Compressive strength (to nearest 10 psi)
|
18990 psi
|
|
Maximum load on cylinder 1
|
126180 lb
|
|
Maximum load on cylinder 2
|
133420 lb
|
|
Maximum load on cylinder 3
|
130925 lb
|
|
Maximum load on cylinder 4
|
138835 lb
|
|
Maximum load on cylinder 5
|
142035 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
2
|
|
Type of fracture pattern of cylinder 4
|
2
|
|
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
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
