Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994976 DEA: 060X3304 EFIS: 0618000055
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-5-R0.0/4.4
Work Description: REPLACE ROADWAY PAVEMENT WITH HMA AND CONCRETE.
Location Description: KERN COUNTY AT AND NEAR LEBEC FROM LOS ANGELES COUNTY LINE TO GRAPEVINE CREEK
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: Joy Denny Structure Rep.: Travis Landas
DIME Sample ID: 2024-06-27-4
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Authorization
Type of Material: SMTL TM7 - Epoxy Coated Dowels
Sample Taken Date: 06/27/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/02/2024
The quantity of what the sample constitutes: AD Audit
A brief description of the sample: 2 epoxy coated / 1 uncoated
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: American Highway - Simplex
Dowel Metal Heat Number: 1202060282
Dowel Epoxy Batch Number: CH1024XY
Dowel Coating Specification: ASTM A775
Dowel Size: 1.25 in
Dowel Coating Color: Green
Dowel Manufacturer: Nucor Steel
Dowel Coater: Sherwin Williams
Release Number: C240693
Quality Assurance Code:
Rebar Size (#): 1.5
DIME Test ID: 2024-06-27-4-1
Test Method: ASTM A884-19e20: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement (Epoxy Coating Thickness)
Verified Date: 07/18/2024
Date Tested: 07/02/2024
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
First Bar Mean
|
11.34
|
|
Second Bar Mean
|
11.69
|
|
Lower spec. limit LSL
|
7 mils
|
|
Upper spec. limit USL
|
40 mils
|
|
Total mean value
|
11.51
|
|
Total number of values less than LSL
|
no data
|
|
Total number of values greater than USL
|
no data
|
DIME Test ID: 2024-06-27-4-2
Test Method: ASTM A884-19e20: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement (Holiday)
Verified Date: 07/18/2024
Date Tested: 07/02/2024
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Total Number of Holiday
|
no data0
|
|
Total Length
|
3
|
|
Holidays Per Linear Foot of Bar
|
no data0 holiday per ft
|
|
Holiday Test Pass/Fail
|
Pass
|
